Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drawings
VICINITY MAP N r� 4Q� 4��G of NOT TO SCALE .t1 PROJECT LOCATON::� s �NC7ON,R 0 -1 D -1 0 k-"/ A val 'D'' ollD D uAPROCK CROSSING P-.,.. Ak Ti n ii, n(("''11 C OLLEOUE STATION, TEXAS JANUARY 2015 Schultz Engineering, LLC 2730 LONGMIRE. SUITE A SCHEDULE OF SHEETS SHEET TITLE C 1 SITE PLAN C2 GRADING PLAN C3 DRAINAGE, EROSION, AND SEDIMENT CONTROL PLAN C4 PAVEMENT PLAN �! C5 UTILITY PLAN L1 LANDSCAPE PLAN FIGURE SW STANDARD SIDEWALK DETAILS COLLEGE STATION, TEXAS 77845 FIGURE W1 STANDARD WATER DETAILS SHEET 1 OF 2 9794 3 !'1 it FIGURE W2 STANDARD WATER DETAILS SHEET 2 OF 2 OWNER DEVELOPER:V V BRAZOS TEXAS LAND DEVELOPMENT LLC. C/ O CAPROCK TEXAS THE SEAL APPEARING ON THIS t/�E p er• P.O. BOX � � DOCUMENT WAS AUTHORIZED BY P • ii5�?�..••••»w�qs�' O X DEVEN L. DOYEN, P.E., LICENSE NO. 109835 : JANUARY 15, 2015 *"""'••"••'*' WELLBORN, TX ( r� (ry 8 8 1 ISSUED FOR REVIEW �i..•DEVEN L DOYEN•_ ' 109835 j' •• 1 EN$•,..•� � �� (J'79)307 ®321 FIRM # 1232 SCHULTZ ENGINEERING, LLC res - Gam_-lin.�T _ _ _,.._.-• --293--- -'. _'-_ --- _ -OAS A A AE AE ------- ---AE---------- 10' PUET -294- - - - -117M7 SEMINOLE 1 ELINE EASEMENT VEERANI LLC !2/807 CASTLEGATE BUSINESS _ CENTER ) 3 _ BLOCK 1, LOT, 1 � - _ 3.61 ACRES dK 10865/036 �( ZONED GC I EXISTING j GAS LINES EXISTING CURB & GUTTER SITE SPECIFIC NOTES - TO BE REMOVED7 KEEP 6" RISE TO I. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROP MATCH FL OF -FIS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. MATCH FL OF PROPERTY LINE EXISTING GUTTER 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES 5458 3 SF). s 3. DRAINAGE INFORMATION TION AND DETAILS WILL 3' n LL BE PROVIDED ON THE STORM SEWER SHEETS & DRAT GE EXISTING PVMT. TYPE D EXPANSION JOINT. REPORT. EXISTING BASE 293 SAg- - - - - -- - "'z,�- _-_.�+'� _ f 20 10 20 �36"�15: 30' MIN. [=.30- MIN 6" I 15"- - 36"--j AE SCALE IN FEET 6" s" -- -- 15' REAR PROPOSED_BIKE RACK DETAIL SETBACK TRANSFORMER LOCATION \ rn n,- r, , ,-. - '.-. l7VI4Z7rIAIl_ DDRIATC Q"+.- , N.T.S. EXISTING IRRIGATION SLEEVES 10' PUE 11752/295 * MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. 'vF15' SIDEWALK--__PRIVATE - ST ST ST - 5T - ST - ST _UTILITY EASEMENT NEAT 12393/65 SAW CUT t ^ EXISTING 24" PRIVATE STORM EXISTING 25' SEWER PIPE / ACCESS EASEMENT _ ! 12393/65 <ING -- LIGHT / SCK PROPOSED BUILDING , ' BgC/t cX/Sr�NG x-40' PUBLIC TO ACCESS EASEMENT 1 STORY ORIV SCK 2,400 SF 4Y / 11752/292 \ m FF = 297.40 .: D �\ ` \ ` 19' MAX HEIGHT EXISTING DRIVEWAY . .,...:':•,,. ti / LOT 1191 PARKING \ BLOCK 1 1.643 ACES �'- ' D \ -' •' " '``29s•. LOT LIGHT � 7.5' SIDE SETBACK 7' PUE & \ �. ';..•:,,_ PUBLIC ACCESS��- ~ EASEMENT -1 i 2 0 11752/292 fi 3Q v� J EXISTING / Lu p - SIDEWALKz •I SETBACK \ a m / <'to 25' FRONT Y • O N .yg'� ry •:• -.:: PARKING ' \\ LOT LIGHT i V D \•:. " /4 3IRRIGATION 25 PRIVATE CROSS \ METER - s ACCESS EASEMENT O 11752/295 5' PROPOSED \ a \ `O:�� SIDEWALK \ \\ \ :.., . , \ ; .!`�-= ::. ;, •.. HEXISTING YDRANT FIRE 1" DOMESTIC,:. \ METER z T- ` �;''<''• G 'U TBM 1 STEEL REINFORCING BARS �' CONCRETE PAVEMENT7. \ `_:.:'_;:_ ,• \ \ / ^ \ / \ , , wz' Z`X. : \_6" LIME STABILIZED SUBGRADE EXTENDS 2 OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) \:;'•;:.5' * $" PAVEMENT - #5 REBAR ®12" O.C.E.W. * 6" PAVEMENT - #4 REBAR @ 18 O.C.E.W. BRAZOS TEXAS LAND DEVELOPMENTih•. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. a . *CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER LLC 19.466 ACRES 2012 CITY OF BRYAN/COLLEGE STATTON STANOARO 8813/126 SPECIFICATIONS. ZONED R '•' .�' , ` ��tiF � • TYPICAL CONCRETE PAVING SECTION NOT PLATTED \ ` NOTE: ALL CURBS fi" IN HEIGHT •\ �`�:�:y,,:-:,:,;�':�`,,\ `\ .. �:•''�'�. \ , UNLESS NOTED OTHERWISE. MARK LOCATION WITH SIDEWALK OR PATH 24" GALVANIZED WHERE- APPLICABLE` ,'.•: ,.� . 15" _ CARRIAGE BOLT 4" INSTAL` `` ' '`' `�':,�•� X 2" BOLT IN \ �'.::` .:• `:.�"\ 1 3"R WALK /4"R • �, ,\ 3" 3" 2"12' EXTEND END 18„ BEYOND CONCRETE AND TAPE BOTH ENDS -. 3• .._ _ #4 BARS 0 = 3/4" x 18' SMOOTH 3" SCH 40 PVC PIPE \ EXPANSION DOWELS 12" BELOW TOP OF TYPICAL CURB DETAIL GRADE TYP. *NOTE• \ /y N.T.S, PVC SLEEVE PVC SLEEVES UNDER PAVEMENT \ N.T.S. SEC11ONS SHALL BE 18" BELOW THE TOP OF PAVEMENT. \ THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY chu-Itz Enneering, I DLICCEEN L. DOYEN, P.E., ENSE N0. 109835 2730 Longmire, Suite A JANUARY 15 2015 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 BENCHMARK INFORMAITON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB ylr •"•DEVEN • L. "DOYEN "• 109835.. j i4w SCHULTZ ENGINEERING, LLC ELEV = T/C ELEVE. + 3" E- E- 6" SHALL BE PAINTED RED WITH CURVE III LENGTH RADIUS 3" RISE PARKING LOT LIGHT CHORD MIN. 6" (28 -DAY CONCRETE 241.34' 910.11' STRENGTH = 3500 PSI) W/ 4 121.38' DEFORMED TIE BAR BARS @ 18" O.C.E.W. ASPHALT C2 'N APRONS W/O CURB & GUTTER 026'24'10" # FOR TYING NEW . S20'15'44"E CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. 120.00' CONCRETE PVMT. ONLY. 8.43' 16.83' SECTION A -A C4 2.68' A "G" 1.34' TYPE EXPANSION JOINT (18-) IN HEIGHT SHALL BE PROPERTY LINE f MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE VARIES THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT TO THE PROPERTY. SUCH RETURN CURB TO HAVE SIGNS SHALL BE TWELVE EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE A ROLL FACE DIMINISHING 3 L•!-•�3 TYPE "D" LONGITUDINAL 321 AT RADIUS POINT. / NH1 3 CTOW-AWAY ZONE vuii� EXISTING IRRIGATION SLEEVES 10' PUE 11752/295 * MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. 'vF15' SIDEWALK--__PRIVATE - ST ST ST - 5T - ST - ST _UTILITY EASEMENT NEAT 12393/65 SAW CUT t ^ EXISTING 24" PRIVATE STORM EXISTING 25' SEWER PIPE / ACCESS EASEMENT _ ! 12393/65 <ING -- LIGHT / SCK PROPOSED BUILDING , ' BgC/t cX/Sr�NG x-40' PUBLIC TO ACCESS EASEMENT 1 STORY ORIV SCK 2,400 SF 4Y / 11752/292 \ m FF = 297.40 .: D �\ ` \ ` 19' MAX HEIGHT EXISTING DRIVEWAY . .,...:':•,,. ti / LOT 1191 PARKING \ BLOCK 1 1.643 ACES �'- ' D \ -' •' " '``29s•. LOT LIGHT � 7.5' SIDE SETBACK 7' PUE & \ �. ';..•:,,_ PUBLIC ACCESS��- ~ EASEMENT -1 i 2 0 11752/292 fi 3Q v� J EXISTING / Lu p - SIDEWALKz •I SETBACK \ a m / <'to 25' FRONT Y • O N .yg'� ry •:• -.:: PARKING ' \\ LOT LIGHT i V D \•:. " /4 3IRRIGATION 25 PRIVATE CROSS \ METER - s ACCESS EASEMENT O 11752/295 5' PROPOSED \ a \ `O:�� SIDEWALK \ \\ \ :.., . , \ ; .!`�-= ::. ;, •.. HEXISTING YDRANT FIRE 1" DOMESTIC,:. \ METER z T- ` �;''<''• G 'U TBM 1 STEEL REINFORCING BARS �' CONCRETE PAVEMENT7. \ `_:.:'_;:_ ,• \ \ / ^ \ / \ , , wz' Z`X. : \_6" LIME STABILIZED SUBGRADE EXTENDS 2 OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) \:;'•;:.5' * $" PAVEMENT - #5 REBAR ®12" O.C.E.W. * 6" PAVEMENT - #4 REBAR @ 18 O.C.E.W. BRAZOS TEXAS LAND DEVELOPMENTih•. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. a . *CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER LLC 19.466 ACRES 2012 CITY OF BRYAN/COLLEGE STATTON STANOARO 8813/126 SPECIFICATIONS. ZONED R '•' .�' , ` ��tiF � • TYPICAL CONCRETE PAVING SECTION NOT PLATTED \ ` NOTE: ALL CURBS fi" IN HEIGHT •\ �`�:�:y,,:-:,:,;�':�`,,\ `\ .. �:•''�'�. \ , UNLESS NOTED OTHERWISE. MARK LOCATION WITH SIDEWALK OR PATH 24" GALVANIZED WHERE- APPLICABLE` ,'.•: ,.� . 15" _ CARRIAGE BOLT 4" INSTAL` `` ' '`' `�':,�•� X 2" BOLT IN \ �'.::` .:• `:.�"\ 1 3"R WALK /4"R • �, ,\ 3" 3" 2"12' EXTEND END 18„ BEYOND CONCRETE AND TAPE BOTH ENDS -. 3• .._ _ #4 BARS 0 = 3/4" x 18' SMOOTH 3" SCH 40 PVC PIPE \ EXPANSION DOWELS 12" BELOW TOP OF TYPICAL CURB DETAIL GRADE TYP. *NOTE• \ /y N.T.S, PVC SLEEVE PVC SLEEVES UNDER PAVEMENT \ N.T.S. SEC11ONS SHALL BE 18" BELOW THE TOP OF PAVEMENT. \ THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY chu-Itz Enneering, I DLICCEEN L. DOYEN, P.E., ENSE N0. 109835 2730 Longmire, Suite A JANUARY 15 2015 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 BENCHMARK INFORMAITON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB ylr •"•DEVEN • L. "DOYEN "• 109835.. j i4w SCHULTZ ENGINEERING, LLC 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. S. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS, 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VS OF 2400 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE, 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN q UNIFIED APPEARANCE. REMOVE CURB JOINT AMBULATORY RAMP 17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL THRU RAMP SLOPE = 1:12 MAX DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT, _T THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. *1 -U 18. ANY EXPOSED CONCRETE OVER 6- IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK Il - LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR INCLUDING THE DETENTION POND OUTLET STRUCTURE. T NEAT SAW T 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. I 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. TYPE "G" EXISTING CURB & GUTTER TO 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A EXPANSION A BE REMOVED - REPLACE STREET BUILDING PLOT. JOINT NEAT SAW CUT SURFACING AS NEEDED 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. COMMERCIAL DRIVEWAY DETAIL N.T.S. 1.4 _12' I LEGEND ---312-- 315 W_ - ST ST AE GAS - AFIRE LAN15- 6' mc EXISTING CONTOUR PROPOSED CONTOUR PROPERTY BOUNDARY PROPERTY EASEMENTS EXISTING EASEMENTS BUILDING SETBACK PROPOSED SANITARY SEWER SERVICE PROPOSED WATER SERVICE PROPOSED STORM SEWER UNE OVERHEAD ELECTRIC LINE EXISTING SIDEWALK IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION EXISTING GAS LINE FIRE LANE PROPOSED KEYWAY STORM SEWER INLET ACCESSIBLE ROUTE 8" REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. i I I I I I I i 1 I I I NOTES: �L J� 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. N NOT TO SCALE LINE TABLE LINE # LENGTH DIRECTION L1 23.46' S7' 03' 36.96"E L2 19.47' S86' 07' 00.40"W ELEV = T/C ELEVE. + 3" E- E- 6" SHALL BE PAINTED RED WITH CURVE III LENGTH RADIUS 3" RISE DRIVEWAY APRON SHALL BE CHORD MIN. 6" (28 -DAY CONCRETE 241.34' 910.11' STRENGTH = 3500 PSI) W/ 4 121.38' DEFORMED TIE BAR BARS @ 18" O.C.E.W. ASPHALT C2 4 X 18" O.C. APRONS W/O CURB & GUTTER 026'24'10" # FOR TYING NEW SHALL BE ALLOWED ON OPEN S20'15'44"E CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. 120.00' CONCRETE PVMT. ONLY. 8.43' 16.83' SECTION A -A C4 2.68' A "G" 1.34' TYPE EXPANSION JOINT (18-) IN HEIGHT SHALL BE PROPERTY LINE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE VARIES THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT TO THE PROPERTY. SUCH RETURN CURB TO HAVE SIGNS SHALL BE TWELVE EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE A ROLL FACE DIMINISHING INCHES (12') WIDE AND TYPE "D" LONGITUDINAL I AT RADIUS POINT. / 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. S. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS, 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VS OF 2400 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE, 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN q UNIFIED APPEARANCE. REMOVE CURB JOINT AMBULATORY RAMP 17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL THRU RAMP SLOPE = 1:12 MAX DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT, _T THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. *1 -U 18. ANY EXPOSED CONCRETE OVER 6- IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK Il - LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR INCLUDING THE DETENTION POND OUTLET STRUCTURE. T NEAT SAW T 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. I 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. TYPE "G" EXISTING CURB & GUTTER TO 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A EXPANSION A BE REMOVED - REPLACE STREET BUILDING PLOT. JOINT NEAT SAW CUT SURFACING AS NEEDED 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. COMMERCIAL DRIVEWAY DETAIL N.T.S. 1.4 _12' I LEGEND ---312-- 315 W_ - ST ST AE GAS - AFIRE LAN15- 6' mc EXISTING CONTOUR PROPOSED CONTOUR PROPERTY BOUNDARY PROPERTY EASEMENTS EXISTING EASEMENTS BUILDING SETBACK PROPOSED SANITARY SEWER SERVICE PROPOSED WATER SERVICE PROPOSED STORM SEWER UNE OVERHEAD ELECTRIC LINE EXISTING SIDEWALK IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION EXISTING GAS LINE FIRE LANE PROPOSED KEYWAY STORM SEWER INLET ACCESSIBLE ROUTE 8" REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. i I I I I I I i 1 I I I NOTES: �L J� 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. N NOT TO SCALE LINE TABLE LINE # LENGTH DIRECTION L1 23.46' S7' 03' 36.96"E L2 19.47' S86' 07' 00.40"W SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX I FIRE LANEMARKINGS I. ALL CURBS AND CURB ENDS GENERAL Curve Table SHALL BE PAINTED RED WITH CURVE III LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 241.34' 910.11' 015'11'37" 121.38' 240.64' S7&21'08"W C2 36.86' 80.00' 026'24'10" 18.77' 36.54' S20'15'44"E C3 16.84' 120.00' 008'02'24" 8.43' 16.83' S29.26'42'E C4 2.68' 30.00' 1 005'07'37" 1.34' 2.68' 1 S2759'1 9"E SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX I FIRE LANEMARKINGS I. ALL CURBS AND CURB ENDS GENERAL NOTES: SHALL BE PAINTED RED WITH 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING ' FOUR INCH (4") WHITE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF LETTERING STATING "FIRE LANE CONSTRUCTION IS REQUIRED. - NO PARKING - TOW AWAY DIG TESS: (800) 344-8377 ZONE". WORDING MAY NOT 81 ATMOS ENERGY: (979) 774-2506 1 " DE$I(MM SPACED MORE THAN FIFTEEN SUDDEN LINK COMMUNICATIONS: (979) 595-2429 FEET APs• VERIZON: (979) 821-4770 PAfIOW 2. A SIGN TWELVE INCHES (12') 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE WIDE AND EIGHTEEN INCHES EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE OWY (18-) IN HEIGHT SHALL BE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT TO THE PROPERTY. SUCH CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL SIGNS SHALL BE TWELVE EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE INCHES (12') WIDE AND ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. EIGHTEEN INCHES HIGH, WITH CTOW-AWAY ZONE COMPANION SIGN TWELVE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 INCHES (12") WIDE AND SIX REQUIREMENTS FOR CONSTRUCTION SITES. INCHES (6' HIGH STATING M9IES: `EDWAWAY ZONE". SUCH SIGN 5 PERMANENTPERMANENTVEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS SHA LL BE PAINTED ON A WH COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBAREAS. ED 1. THE SIGN SHALL 8E 12" WIDE BY BACKGROUND WITH SYMBOLS, LEITER AND BORDER IN RED. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE SHOWN. 3. THE FIRE LANE LINE SHOWN 0 COORDINATED WITH THE CITY ENGINEER'S OFFICE. THE PLAN IS FOR REVIEW 2. SIGN SHALL BE PAINTED ON PURPOSES ONLY. A SIGN WILL 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR WHITE BACKGROUND WITH BE PLACED AT THE ENTRANCE TRENCH SAFETY REQUIREMENTS. SYMBOLS, LETTERS, AND BORDER IN REO. OF THE PROPERTY. 8, THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 3. SIGN SHALL, COMPLY WITH THE 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE COCS FIRE SERVICE STANDARDS. PROJECT SITE. FIRE LANE SIGN DETAIL 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIE DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING N.T.S. AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING FILL W/CONCRETE AND ROUND 0OP PERMIT AND CERTIFICATE OF OCCUPANCY. �,r•+''-'- WITH<: GROUT PLUG 6w SCH 40 STEEL PIPE 44" GRIND SMOOTH ALL AREAS D EDGES ROU i, SLOPE FINISH GRADE yA CONCRETE 42w ENCASEMENT s NOTE.- 1. OTE:1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE "MINDIA COVERS 180 TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP PROJECT LOCATION SITE PLAN UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (CSD 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE ® 1.04% MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKING ANALYSIS REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER -1 00 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 37 SPACES PARKING 2 SPACES HANDICAP PARKING 39 SPACES PROVIDED TOTAL SHIPLEY DO -NUTS AT CAPROCK CROSSING TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 12393, PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. C/O CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)307-0321 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TX 77803 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Cl = GAS er_ ` 10' PUE - -••-•-------------- -� _294-------11752/292 \- 1-- -- -- ------ 294.90 -294.90 TC�7299A \\ 15' WELLBORN SUD --Z WATER UNE EASEMENT 3645/278 'V Nb EXISTING DRIVEWAY WELLBORN SUD ' 16" WATER LINE �j'2O' SEMINOLE // PIPFI INF FAQFMFMT S y 7 1 c 1��QetJI I I r \���` •� \ \� � INSET A\ mom ti SIDEWALK 7PUE &� PUBLIC ACCESS EASEMENT 11752/292 ';, =L`,, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY tKchultz Engineering, DECEN L. DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 EXISTING SIDEWALK OF ..................... DEVEN L DOYEN .................. ..109835 FIRM # 1 SCHULTZ ENGINI 20 10 0 20 SCALE IN FEET tGAS EXISTING PRIVATE 6" SEWER LINE EXISTING lRRlGATION SLEEVESS 10' PUE _S 11752/295 5 TY GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. S. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. LEGEND -- - --- EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY -295--- PROPERTY EASEMENTS - EXISTING EASEMENTS _9a 4N a BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER UNE AE OVERHEAD ELECTRIC LINE / 1 293.9]TC IRRIGATION SLEEVES PROPOSED BUILDING / �A 7G ro GAS __. __ _ FIRE LANE 293.95 --- \���` •� \ \� � INSET A\ mom ti SIDEWALK 7PUE &� PUBLIC ACCESS EASEMENT 11752/292 ';, =L`,, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY tKchultz Engineering, DECEN L. DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 EXISTING SIDEWALK OF ..................... DEVEN L DOYEN .................. ..109835 FIRM # 1 SCHULTZ ENGINI 20 10 0 20 SCALE IN FEET tGAS EXISTING PRIVATE 6" SEWER LINE EXISTING lRRlGATION SLEEVESS 10' PUE _S 11752/295 5 TY GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. S. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. LEGEND - - - -312- - - - EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY PROPERTY EASEMENTS - EXISTING EASEMENTS - BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER UNE AE OVERHEAD ELECTRIC LINE EXISTING SIDEWALK _ - IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION GAS EXISTING GAS LINE ®FIRE LANE- FIRE LANE PROPOSED KEYWAY WSTORM SEWER INLET - - - - - - - - ACCESSIBLE ROUTE 15' PRIVATE ST ST - ST ST -UTILITY EASEMENT / 12393/65 INSET A 10 5 0 10 -I� EXISTING 24" W-16 W-16 � SCALE IN FEET PRIVATE STORM EXISTING 25' ' SEWER PIPE - ACCESS EASEMENT `12393/65 ---__._----------------------- - �---"c'_ _ -294- -' `--• EXISTIN _ _-----'- - L - KEYWAY Tc ' - - - 295.00 TP ` - "' � li ~ ✓ -293- �" �.,, ------------------ ----- - - 294.95 95 - -294.90 TP 294.85 TP " TP 294.15 TP i._.. _... - -292•-• _ ��� J. _//// / 85 TO `/ 36. -' -ST= - -ST-• - -S1-•= - ST -- S -T ST ST - S ST - `ST ST ST - 3 STT�zet- `� EXl 40' PUBLIC _, RACK TONG ACCESS EASEMENT ' - DRtV SACK - _ _- -_ --- _---- ----- 295.32 TC �Wqy / 11752/292 1 - - - - - I 2g ~ 5 295.40 TC � 295.25 TPzX i - 295.42 TP "` -�,. �. j _ 295.33 ti`s / 295.42 TP 295.75 TC 298.20 TC _ 295.70 TC--�� / 1 IF 295.84 TC J 295.64 TC D . ---W-16 W -1v6 --16 - -=W-16 W-1 .W-16 V - -' LOT 1R �� a v v 295.75 TC -D� D 296.20 Tc - - -� D s'�=16 w 16 W-1E2�.50 TO / BLOCK 1 --296.30 TW co Q 1 296.30 TW 295.74 TW / 1.643 ACRES U 295.85 TW r- - ^ v \ 295.93 Tw , / 296.59 TW \ / 295.80 TW. / / 296.25 TP --_ 295.43 TW .� 295.80 TW = 2ss.so _ zss TY_ ✓� 1 D J 296.59 TIN --v -� 295.35 TW ._..� r�S "------ v c, .296.59 TW 296.22 TW 1 �� D v 296.86 TW v _ 297.38 TPi 296.944 TW296.22 TW 25' PRIVATE CROSS D //// I " 17 ACCESS EASEMENT1 X297.20 TP D D. zs7 11752/295 296.35 TP r o D X297.28 TW \ / / D 297.38 TP 297.38 TW "', D v 29728 D \ / 297.30 TP f ' D D -- 297 28 TW 1 297.38 TP � 1 / \ F. 297.05 TC v 1 . /X r � � \ 296.60 TC + 1 � SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX r 297.35 T • N \ �I GR--A-DING PLAN 297.18 1) 297.38 TW 297.28 TW 297.38 TW Q D 297.38 TW 297.38 TIN 297.38 TW D /297.28 TW \ 297.28 TW 297.35 TW / D ' 297.28 TW C 297.26 TW / SCALE VERTICAL NIA HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 74 TC � 1 1 ® mi SHEET C2 - m 4-:• : s:. .���:. ,;•,�,.; �,\ EXISTING `,:.:.... DRIVEWAY cl_ _ m 10' PUE —294— -11752/292 SILT FENCE--\ K295 THE SEAL APPEARING ON THIS 28–DAY CONCRETE DOCUMENT WAS AUTHORIZED BY DEVEN DOYEN, P.E.,Engineering, QLchultz LICENSE N0. 109835 2730 Longmire, Suite A v/ m \ 20' SEMINOLE PIPELINE EASEMENT SIDEWALK 7'*`PUE &-// PUBLIC ACCESS EASEMENT 11752/292' REMOVE EXISTING t CONCRETE SET AND CONNECT TO EXISTING ' STORM SEWER PIPENVA ST T ST S1 10 5 0 10 — -- SCALE IN FEET ` �\ BENCHMARK INFORMAITON 6 W-16 W-16 W-16 W-16 TBM 1 N: 10187898.45 E: 3579754.74 P EI EV : 297.76 'im6miiiiiiiiiiiiim CHISELED SQUARE IN CURB INSET A 7 VEERANI LLC ---- THE SEAL APPEARING ON THIS 28–DAY CONCRETE DOCUMENT WAS AUTHORIZED BY DEVEN DOYEN, P.E.,Engineering, QLchultz LICENSE N0. 109835 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 979.764.3900 TBPE NO.12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 STRUCTION EXIT SIDEWALK �//Iii�Jr�_ �E OF ••. ..... L DOYEN IF 109835 7a—LX?') FIRM # � � SCHULTZ ENGINEERING, LLC 20 10 0 20 SCALE IN FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE —S 11752/295 S RTY 15' PRIVATE ST ST — ST ST UTILITY EASEMENT / 12393/65 1 303 X3' JUNCTION BOX M=294.65 -- �� I" HDPE PIPE FL IN=290.28 " HOPE PIPE FL IN=290.17 W -i6 W-16 I' HDPE PIPE FL OUT=289.67 EXISTING 25' / ACCESS EASEMENT — 12393/65 / 24" PRIVATE / STORM SEWER / PIPE 40' PUBLIC ACCESS EASEMENT 11752/292 / LOT 1R BLOCK 1 1.643 ACRES //T25' PRIVATE CROSS ACCESS EASEMENT 11752/295 VICINITY MAP N P� C1� NOT TO SCALE r z PROJECT LOCATION o ARRIrNq R A w 40� 64� �v{ u� LEGEND — — _312- — EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY — PROPERTY EASEMENTS EXISTING EASEMENTS — BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER LINE AE OVERHEAD ELECTRIC LINE EXISTING SIDEWALK IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION GAS EXISTING GAS LINE – LANE FIRE LANE PROPOSED KEYWAY FIC STORM SEWER INLET -----------------= ACCESSIBLE ROUTE W-16 EXISTING WATER LINE ST — ST EXISTING STORM SEWER UNE mmSILT FENCE S-6 EXISTING SEWER UNE INLET PROTECTION 28–DAY CONCRETE SQUARE STRENGTH 3000 psi PIAN O.D. + 6" MIN. / X14. BARS 12" O.C.E.W. 6" TOP & SIDE WALLS " BOTTOM SLAB \ 3' MIN. EACH SIDE –►� –►� �E– 6" SIDE WALLS .� #4 BARS 6" O.C.E.W. TOP & BOTTOM SLAB SECTION A—A JUNCTION BOX DETAIL N.T.S. SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX A►_ AN VIEW 'ATE TYPE _JA #4 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB SECTION A—A SINGLE GRATE INLET N.T.S. PIPE 11 CONCRETE O.D. CEN ERLID OF DRCf 16 TYPICAL DRAIN PIPE "END TREATMENT — PLA N.T.S. "SQUARE 28–DAY CONCRETE 00000 FASTENED TO T=POST STRENGTH =3000 psi 0 0 0 0 0 0 12" MIN °°o°o°O o°o°°oo PLAN #4 BARS 12" O.C.E.W. D. + 6" MIN. SIDE WALLS TOP & -6" r BOTTOM SLAB #4 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB SECTION A—A SINGLE GRATE INLET N.T.S. PIPE 11 CONCRETE O.D. CEN ERLID OF DRCf 16 TYPICAL DRAIN PIPE "END TREATMENT — PLA N.T.S. GRAVEL BAG A I C� ■ CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL ExisnNG UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE F CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 11 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANEN� VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO I' E PROJECT SITE. DRAINAGE NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HOPE. HDPE PIPE SHALL MEET PASHTO M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIA. AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28–DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5 OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE "CITY OF COLLEGE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE. NON– I STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED GE TECHNICAL REPORT I / PACPLAN ACCORDING TO o o 00°O° 2"X4" WIRE MESH SLOPE OF DITCH 00000 FASTENED TO T=POST / :� .'• j` 0 0 0 0 0 0 12" MIN °°o°o°O o°o°°oo SEDIMENT CONTROL F BRIC EXISTING STREET FASTENED SECUREL TO A T T–POST & WIRE MESH c0 METAL T–POST 8" OF FILTER FABRICEXTEND DRAIN PIPE AS REQ'D. TO MAINTAIN. — PROFILE SPACED 6' APART WITH COMPACTED B C0 K FILL SILT FENCE AND/OR N O ALLOW 2.5' TO 5' AT SLOPE FOR SEDIME;T TOE OF TO HAY BALES ACCUMULATE. ALIGN !:FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. MANUALLY CONSOLIDATE DRAINAGE FLOW. GRADED SO AS TO PROVIDE UNIFORM 12" MIN. OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE NATURAL GROUND DIREC_nON OF FLOW *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL. 4" BACKFILL DETAIL FOR HDPE & RCP STORM PIPE 4"X4" MIN. TRENCH 4 20" SILT FENCE ASSEMBLY (I N.T.S GRAVEL BAG A I C� ■ CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL ExisnNG UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE F CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 11 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANEN� VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO I' E PROJECT SITE. DRAINAGE NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HOPE. HDPE PIPE SHALL MEET PASHTO M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIA. AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28–DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5 OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE "CITY OF COLLEGE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE. NON– I STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED GE TECHNICAL REPORT I / PACPLAN ACCORDING TO o o 00°O° COMPACTED CEMENT STABI- LIZED SAND, 1Xt SACK/CY SLOPE OF DITCH 00000 PUGMILL ONLY. SPADE Bi' / :� .'• j` 0 0 0 0 0 0 12" MIN °°o°o°O o°o°°oo LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE.' 4" THICK EXISTING STREET 0 00 0 0 0 0000 ,0oO MANUALLY CONSOLIDATE A T DRESS WITH ADDITIONAL c0 OPTIMUM MOISTURE. TYPICAL DRAIN PIPE o° °o — PROFILE PIPE O.D. ° o ° 8 0°0 °oa c°o io$ COMPACTED CEMENT STABI– FABRIC (6" MIN) PIPE PUGGMDILLAONSNDLY. SPADIX EI BY O.D. LIFTS INTO PLACE, TOJIFILL ALL VOIDS AROUND PIPE. EXIT SILT CONTR THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM 12" MIN. OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. 1' MIN. MATCH EXISTING VARIES SLOPE OF DITCH j\ MITER END OF PIPE TO MATCH EXISTING / :� .'• j` SLOPE 4" THICK EXISTING STREET CONCRETE NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. TYPICAL DRAIN PIPE END TREATMENT — PROFILE N.T.S. 6" MIN. DEPTH STONE (ASTM D448, 3" TO VARIES 5" DIAMETER) OVER 50. TO jp0 GEOTEXTILE FABRIC WITH SAME SQUARE UT FOOTAGE. A r EXISTING STREET NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTION A—A SUBGRADE "MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE INSTRUCTION EXIT SILT CONTR GRAVEL B 011110 NOTE: 1----�I%- TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT–LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALLIIBE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION N.T.S. DRAINAGE, EROSIO SEDIMENT CONTRI SCALE VERTICAL N/A HORIZONTAL 1 °=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET GAS— -SAS 10' PUE 11752/292 6" PAVEMENT- % / 20' SEMINOLE PIPELINE EASEMENT VEERANI LLC A CTI CP. A TC MI ICI AICCC / / \ i \ f i 4 r r' ) n f "Z �X\"/ f ^� f r v rf /= f i i f5T� ;f&T ST ST OST rgT , rS;; T>' - $� 'r r r'f� v. ...i - M 1•.rvy ; v v` 'u-ar• ry✓ . PARKING -,'i,''ir/i'f''f'J�,/,r/i!:/ /. �ri,/; `i; , ✓,r ,/r:, �:.,.,,•.} ISLAND 2 x.,nr{:, \'.- . �f\, i.,,,../\, f\�\fh. � .:•.;. \,."?;.rn.:� , z, :,. l f:i��; t�`� :;�\,. 4 �`� i, ✓ •� "�,.%:=. .,\.• r\,n; ; , .; ..,� � �:,� :,✓, < a LAYDOCUR 1643 SFWN S f \: 6 W-16 15' WELLBORN SUD PROPOSED !i�f '� \' f%" t :,VV . ' / ROPOSED o WATER LINE EASEMENT �6 KEY WAY ' . KEY WAY JOINT D 3645 278 JOINT.,'. ;f D D / \ ; ! PROPOSED DUMPSTER PAD %—=f 6' PROPOSED KEY WAY J( WITH 6' TALL SIDEWALK�tiPROPOSEDSCREEN FENCE ;. KEY WAY JOINTENCLOSURE D o D EXISTING %','j %;=/l,.%i ,f,'; ` 6„ BOLLARDS o0 6 SLID,f , r- i r; /, ; ,,f . . 16" WATER LINE ' r \',!r -',; fi •i: jrj/ {T7ZZ 3'16 ��.. ••' .. :�' . ''% fr , iii \\; 'ff � �', � r ` \ ,��/J f i /\�l �Yf_�("i •, %'r / 6" PAVEMENT SHIPLEY DO—NUTS i - - !, PROPOSED BUILDING !.,r.r 1 STORY 2,400 SF \ rn ' ..; a� %' , j' /i J, f, : FF 297.40 '�r'r 19' MAX HEIGHT `�-.H EXISTING DRIVEWAY ,;, r , EXISTING f / 4.•:. `T SIDEWALK 7' PUE PUBLIC ACCESS EASEMENT,. m \ `'��: •, � '-�. 11752/292';,\ . \S1, 5' PROPOSED SIDEWALK > —0 NOTE: ,T,• \` \ '`�'�' `'�;. �cP TYPE G EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF \•`S•:;...: 1 \ 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB &•:'': GUTTER SHALL BE SPACED AT A MAXIMUM �'• .': DISTANCE OF 10' APART. �` \ 1/4"R \ , 3/4MR 1 /4„R N F BRAZOS TEXAS LAND DEVELOPMENT ti•;.? 10.5' 3/4"R 10 LLC • •';,.<$T'T. `\_ a Q1-1/2' d 19.466 ACRES 8813/126 ZONED R #4 BARS CONTINUOUS NOT PLATTED ,. .. `� AND 3 CLEAR TYP. FILL W/CONCRETE 24" LAY DOWN ` �� AND ROUND OFF TOP •.`. ;' `� GUTTER SECTION WITH GROUT PLUG \. ...\ 6' SCH 40 STEEL PIPE ` `• ” `� `•, GRIND SMOOTH ALL ROUGH 44" AREAS AND EDGES NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 0. OF SLOPE FINISH GRADE t':• •\, \ 3. CONCRETE ` :' \• " x' - a : ENCASEMENT B NOTE: H 4" 3' 1. REFER TO ARCHITECTURAL ` \\ PLAN FOR PLASTIC SLEEVE _ #4 BARS MIN DIA COVERS 0 = 3/4" X 18' SMOOTH 18" EXPANSION DOWELS TYPICAL CURB DETAIL TYPICAL BOLLARD DETAIL N.T.S. N. T. S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY IbC;hultz Engineering, DEICEN L. DOYEN, 1 LICENSE N0. 10983535 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 20 10 0 20 SCALE IN FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE _S 11752/295 S__: RTY , f. 15 PRIVATE ST — _UTILITY ST S EASEMENT r / T ST ST ST / 12393/65 6 PAVEMENT — 16 � EXISTING 24" —16 PRIVATE STORM EXISTING 25' SEWER PIPE ACCESS EASEMENT _ __ L / 12393/65 OSED T WAY / EXISTING KEYWAY BAck E/)0(1S77 — 1 ACCESS EASEMENT ORiV y / 11752/292 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 � t�.. OF If rJ .....r =... DEVEN"EN L DOYEN. ........... ... 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC LEGEND LOT 1R SAWCUT & BLOCK 1 REMOVE ±61' OF 1,643 ACRES CONCRETE CURB / — PROPERTY EASEMENTS — 3 � — BUILDING SETBACK S 0 W PROPOSED WATER SERVICE ST — ST PROPOSED STORM SEWER UNE AE 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 � t�.. OF If rJ .....r =... DEVEN"EN L DOYEN. ........... ... 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC LEGEND — •312- EXISTING CONTOUR 315 PROPOSED CONTOUR KEEP 6' RISE TO PROPERTY BOUNDARY — PROPERTY EASEMENTS — EXISTING EASEMENTS — BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST — ST PROPOSED STORM SEWER UNE AE OVERHEAD ELECTRIC UNE CAP IS i' FROM THE END OF BAR. EXISTING SIDEWALK _ IRRIGATION SLEEVES PROPOSED BUILDING a ° PROPOSED SIDEWALK TO BE SPACED AT 10' INTERVALS 8I ALL RADIUS POINTS. P.C: % P.T.-S• k OPPOSITE P.1. -S, RISE GAS EXISTING GAS LINE RE LANE-- FIRE LANE 6" (28—DAY CONCRETE PROPOSED KEYWAY ------------------ ACCESSIBLE ROUTE W-16 EXISTING WATER UNE ST — ST EXISTING STORM SEWER LINE S-6 EXISTING SEWER LINE 4 l ( 5" PROPOSED PAVEMENT SHALL BE ALLOWED ON OPEN # FOR TYING NEW CONCRETE TO EXISTING 6" PROPOSED PAVEMENT i CONCRETE PVMT. ONLY. EXISTING CURB & GUTTER TYPE "D" EXPANSION JOINT. TO BE REMOVED ADDITIONAL KEEP 6' RISE TO ELEV = T/C ELEVE. + 3" ISLAND AREA AREA S.F. PROPERTY LINE PROVIDED S.F. MATCH FL OF 180 128 2 643 EXISTING GUTTER 463 3' PROVIDED = 591 SF (144 SF REQUIRED) EXISTING PVMT. METAL KEY WAY PLATE CAP IS i' FROM THE END OF BAR. TYPE "G" 03- (PANSION & CONSTRUCTION JOINT EXISTING BASE TO BE SPACED AT 10' INTERVALS 8I ALL RADIUS POINTS. P.C: % P.T.-S• k OPPOSITE P.1. -S, RISE DRIVEWAY APRON SHALL BE TYPE '8' JOINT CONTROL JOINTS SHALL BE AT 10' CENTER MIN. 6" (28—DAY CONCRETE �� LONGITUDINAL JT. 0 90" x i.. STRENGTH = 3500 PSI) W/ 4 BARS ® 18" O.C.E.W. ASPHALT DEFORMED TIE BAR APRONS W/O CURB & GUTTER 4 X 18 O.C. SHALL BE ALLOWED ON OPEN # FOR TYING NEW CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. CONCRETE PVMT. ONLY. SECTION A -A A -T` PIr "G" EXPANSION JOINT * MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. SIDEWALK --.may NEAT SAW CUT MARK LOCATION WITH GALVANIZED CARRIAGE BOLT" .,.. X 2„ EXTEND END 18' BEYOND CONCRETE AND TAPE BOTH ENDS SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX REMOVE CURB THRU RAMP IPROPERTY LINE — VARIES FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMINATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 0. THE SELECT FILL PAD FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 1. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 2. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. REINFORCING STEEL SHALL BfRADE G 60 (60,000 PSI IF SUBGRADE PI IS GREATER THAN 21 F SUBGRADE SOILS OR THE S B BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6' AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 47. ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABIUZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12' OUTSIDE THE PAVEMENT. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBUC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. I. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) RETURN CURB TO HAVE '�' A ROLL FACE DIMINISHING TYPE "DM AT RADIUS POINT. / LONGITUDINAL AMBULATORY RAMP rr JOINT `TYPE "G„ EXPANSION A NEAT' JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. 'EEL REINFORCING BARS * CONCRETE PAVEMENT . — SLOPE = 1:12 MAX `-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * * X=5', 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) NEAT * 8" PAVEMENT — #5 REBAR ® 12" O.C.E.W. * 6" PAVEMENT — 414 REBAR ® 18" 0 C E W SAW CUT * 5" PAVEMENT — #4 REBAR ® 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER EXISTING CURB & GUTTER TO 2012 CITY OF BRYAN/COLLEGE STATION STANDARD BE REMOVED — REPLACE STREET SPECIFICATIONS. SURFACING AS NEEDED TYPICAL CONCRETE PAVING SECTION N.T.S. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 41 SPACES PERIPHERAL PARKING: 29 SPACES INTERIOR PARKING: 12 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 12 SPACES X 12 = 144 SF INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND # ISLAND AREAINTERIOR ISLAND AREA AREA S.F. REQUIRED S.F. PROVIDED S.F. 1 308 180 128 2 643 180 463 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 591 SF (144 SF REQUIRED) SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK 12"* 3" SCH 40 PVC PIPE 12 BELOW TOP OF *NOTE: GRADE TYP. PVC SLEEVES UNDER PAVEMENT PVC SLEEVE SECTIONS SHALL BE 18" BELOW N.T.S. THE TOP OF PAEMENT. TRANSVERSE REINFORCEMENT: i/8" P SEAL WITH JOINT MATERIAL #4 BARS AT 18' C. TO C. B" NTN. / ',.,.,... _"{ METAL KEY WAY PLATE",,DEFORMED TIE BARS /4 X i8". 18" O,C. TYPE "DI" LONGITUDINALIJOINT HN LONGITUDINAL JOINTS SHALL 13E RE IRED ONLY ON THE LONGITUDINAL REINFORCEMENT: 12u MARgxlzu Mzu Mq CENTERUNE OF THE PAVEMENT k IN INTERSECTIONS AS DETAILED BARS AT 18' GTO C. R 1 -�R 1" C. TO C. TYPE '0' JOINT THE (QEBARS AT EVERY INTERSECTION SHALL. BE TIED 100% TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SE ANSION JOINT MATERIAL SMOOTH DOWEL BAR AL w/Ew 3J4"0 X 18", 18' O.C. 1/4" Rj+- 3/9' (COA4 W/HEAW CREASE) ( MIN. 3/4.. 6.. �. " 6" �� RECYCLED MATERIAL, 3/4' 3" LONG METAL OR PLASTIC CAP, THICK AS MANUFACTURED I: INSIDE DIAMETER TO BE 1/16' GREATER BY J.D• RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP 3J4" APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2' OFDOWEL AND HAVE STOP SO END OF METAL KEY WAY PLATE CAP IS i' FROM THE END OF BAR. TYPE "G" (PANSION & CONSTRUCTION JOINT "°'A' EXPANSION JOINTS AS SHOWN AND AT TO BE SPACED AT 10' INTERVALS 8I ALL RADIUS POINTS. P.C: % P.T.-S• k OPPOSITE P.1. -S, VARIES EACH RADIUS PONT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS CURB & ON ALL HORIZONTAL h VERTICAL CURVES TYPE '8' JOINT CONTROL JOINTS SHALL BE AT 10' CENTER TYPE b. JOINT �� LONGITUDINAL JT. 0 90" x i.. TO CHORD OF RADIUS. (TIP.) SAWED OR FORGED, SEAL WHH JOINT MATERIAL SEALING NOT REQ'D IN CURBS. 3/B R �1/w LTO 3/16" 3/4' IkX L,, 61• MIN. p4 BARS, 18" O.C.E.W. TYPE li"B" CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED 15 CENTER TO CENTER TYPE 'G'JOINT AT ALL -1 RAO US POINTS At MAX. DISTANCE OF 300' ON TANGENTS BACK OF \e7E 'D' DONT TYPE 'B' JOINT TYPE '0" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION SCALE VERTICAL N/A HORIZONTAL 111=201 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET C� AE -GAS �`` -"-' AES A � AE -y--- _AE -----------AE----------_ 10' PUE 11752/292\ SEMINOLE ELINE EASEMENT VEERANI LLC !2/807 CASTLEGATE BUSINESS CENTER BLOCK 1, LOT, 1 _ 3.61 ACRES 10865/036 - - - ZONED GC EXISTING GAS LINES G AE AE ==i�L 20 10 0 20 SCALE IN FEET • � 9 1. SEWER PIPE CASING SHALL BE 150 PSI PRESSURE CLASS PIPE, CENTERED ON THE CROSSING AND SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL. 2. CASING SPACERS SHALL BE AT 5' MAXIMUM INTERVALS TRANSFORMER LOCATION .�6" SEWER LINE BTU TO APPROVE FINAL 6" 45' BEND q LOCATION & CLEANOUT EXISTING PRIVATE PROPOSED FL = 288.46 6" SEWER LINE PARKING LOT LIGHT S 6" SEWER SERVICES '� 6" SEWER SERVICE 10.0 LF 0 1.10% 5 20.0 LF 0 1.10% PROPOSED 6" 22.5' BEND 10' PUE PARKING LOT 2.5' DEFLECTION FL = 288.57 LIGHT FL= 288.791 11752/295 LOT 2R 6" SEWER SERVICE / `` 15' PRIVATE 1' CURB CUT BLOCK 1 20.0 LF 0 1.10% / UTILITY EASEMENT 6 45' VERTICALEXISTING IRRIGATION 2.5' DEFLECTION --•� 12393/65 0.814 ACRES BEND WITH SLEEVES p PROPOSED CLEANOUT FL = 289.01 PARKING LOT LIGHT 6" 22.5' BEND FL = 292.53 6" SEWER SERVICE 8.4 LF 0 1.10% / \ 1 is ---- ®- ST ST ST ST ST ST S T = ST S FL = 292.97 -VAST S 6" 45' VERTICAL a 15 ST ST ST ST ST - ST - '.� \ 6" SEWER SERVICE BEND LAYDOWN CURB 2.0" LF 0 1.10% FL = 289.10 j - / - EXISTING 25' \ L - ACCESS EASEMENT 6 45' BEND 3. SEWER SERVICE 12393 65 OUT _ 3.5 LF 0 98.00% 1 :'•,.. \ W-16 W-16 W-16 W-16 & CLEFL AN �- _L_ ---� '/ ? \ - - - PROPOSED 6 SEWER SERVICE o -PARKING LOT -W �6 W-16 dry -1 "\ Q 2.0 LF 0 1.10% LIGHT \` : EXISTING 15 PROPERTY EXISTING 24 DUMPSTER PAD �-- -6 PROPOSED- CONNECT TO 6" SEWER SERVICE / DRAINAGE EASEMENT PRIVATE STORM �\;'I . '\; WITH 6' TALL SIDEWALK GREASE TRAP 27.2 LF 0 1.10% SEWER PIPE ��? \fes �O SCREEN FENCE 15' WELLBORN SUO fl FL = 293.01 6" 45' BEND •;� ENCLOSURE WATER LINE EASEMENT �, �� P °v FL = 292.83 3645 278 ° A 6" SEWER SERVICE ' EXISTING / CONNECT TO ° o . e -`` 6 •���'�'`''•'•�� WELLBORN SLID •'� Q. GREASE TRAP'S 4.2 LF 0 1.10% I d 16 WATER LINE \ FL = 293.87 6" 22.5' BEND % 6" SEWER SERVICE' & CLEANOUT BUILDING CONNECTION ' 2.9 LF 0 1.10% FI = 909 RR .. 16 \VNO FL = 293.90 , •v . SHIPLEY DO -NUTS PROPOSED BUILDING `� '''.:':-.•., � 1 STORY •' - \i 2,400 SF FF = 297.40 19 MAX HEIGHT EXISTING " ° ' - _•:>� PROPOSED DRIVEWAY PARKING LOT :. LIGHT \ 41 LF OF 'T. 1.5" WATER SERVICE m .:: ;�\ EXISTING °�:.....T SIDEWALK 7 PUE & \ PARKING LOT \ PROPOSED PUBLIC ACCESS/ EASEMENT LIGHT 11752/292 .': - / INSET A \` �`'::"�r;'�,• �O G' 3 4" IRRIGATION METER \ EXISTING FIRE 1" DOMESTIC •.: \ i HYDRANT METER '::'•. ;, ;:, 5' PROPOSED �C SIDEWALK / � / 6 SEWER FL = 288.84 / 12" STORM FL = 290.34 l -7-40' PUBLIC ' ACCESS EASEMENT 11752/292 . LOT 1R j 6" SEWER FL = 289.08-" l BLOCK 1 o ' 15" STORM FL = 290.33 / 22 ec 20' - 10" PVC CASING PIPE WITH SPACERS t(SEE * NOTES) ' / 6 SEWER FL = 292.69 25' PRIVATE CROSS ' g'� 10" SEWER CASING FL = 292.52 \ ACCESS 9EASEMENT ' a 16" WATER FL = 289.32 2 ' 4 / aco 4. r / ' 4 T \ \ qST EXIS NG SIDEWALK _ , 1 �_ 040, 11#I 0 w., Z _.DEVEN L. DOYEN 109835 r' FIRM # 1232 SCHULTZ ENGINEERING, LLC 6 ,-- a -G --< 12 _.t-mwmb .�• ._ SEWER UTILITY CROSSINGS � 1.5" SERVICE ' ' .• ` EXISTING FIRE ' 1" DOMESTIC HYDRANT ASSEMBLY 3/4" IRRIGATION METER ' METER EXISTING 8" 1.5" SERVICEGATE VALVE (COPPER) 2"x1.5" TEE ' 2" SERVICE W _�w-s w s w -s 2" BLOW OFF ZREMOVE EXISTING CAP ' 8"x2" TAPPING PROPOSED AND CONNECT TO EXISTING 8" SADDLE AND VALVE 88"WATERLINE GATE VALVE INSET A SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX UTILITY PLAN UTILITY NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER BTU PLANS & SPECIFICATION1. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR M THIN 5' OF PAVEMENT, 3. PRIVATE WATER UNE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE. S. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. 8. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 9. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 10. ALL THRUST BLOCKING SHAH. PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACH 7 DAY STRENGTH. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 13. REFER TO FIGURES W1 & W2 STANDARD WATER DErAILS FOR INSTALLATION OF ALL PUBLIC WATER UNE, FIRE HYDRANTS, WATER SERVICE TAPS, METERS, ETC. SANITARY SEWER NOTES: 1. PUBLIC SEWER LINE PIPE MATERIAL GREEN PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR WHITE PVC ASTM D-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 2. PRIVATE SEWER SERVICE UNE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH THE PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. 3. PUBLIC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S. 4. ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE. S. PRIVATE SEWER SERVICE LINE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBING CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. NOTE: CLEANOUTS SHALL BE INSTALLED AT CHANGES IN DIRECTION AND AT INTERVALS NO GREATER THAN 100' AS REQUIRED BY THE PLUMBING CODE OR CITY OF COLLEGE STII�TION REQUIREMENTS. SI NON- I STRUCTURAL PAVEMENT CLEAN, EXCAVATED MATERIAL BACKFILL I BACKFILL PP STRUCTURE BACKFILLED AND COMPACTED \ I PLAN ACCORDING TO GEO-TECHNICAL REPORT COMPACTED CEMENT STABI- L12ED SAND. It SACK/CY. PUGMILL ONLY. SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE 12 MIN ,,:.:.. . ;,.., �,•�.; i- =-- - THE SEAL APPEARING ON THIS ■ 0(chultz Engineering, DOCUMENT WAS AUTHORIZED BY DEEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 040, 11#I 0 w., Z _.DEVEN L. DOYEN 109835 r' FIRM # 1232 SCHULTZ ENGINEERING, LLC 6 ,-- a -G --< 12 _.t-mwmb .�• ._ SEWER UTILITY CROSSINGS � 1.5" SERVICE ' ' .• ` EXISTING FIRE ' 1" DOMESTIC HYDRANT ASSEMBLY 3/4" IRRIGATION METER ' METER EXISTING 8" 1.5" SERVICEGATE VALVE (COPPER) 2"x1.5" TEE ' 2" SERVICE W _�w-s w s w -s 2" BLOW OFF ZREMOVE EXISTING CAP ' 8"x2" TAPPING PROPOSED AND CONNECT TO EXISTING 8" SADDLE AND VALVE 88"WATERLINE GATE VALVE INSET A SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX UTILITY PLAN UTILITY NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER BTU PLANS & SPECIFICATION1. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR M THIN 5' OF PAVEMENT, 3. PRIVATE WATER UNE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE. S. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. 8. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 9. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 10. ALL THRUST BLOCKING SHAH. PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACH 7 DAY STRENGTH. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 13. REFER TO FIGURES W1 & W2 STANDARD WATER DErAILS FOR INSTALLATION OF ALL PUBLIC WATER UNE, FIRE HYDRANTS, WATER SERVICE TAPS, METERS, ETC. SANITARY SEWER NOTES: 1. PUBLIC SEWER LINE PIPE MATERIAL GREEN PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR WHITE PVC ASTM D-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 2. PRIVATE SEWER SERVICE UNE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH THE PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. 3. PUBLIC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S. 4. ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE. S. PRIVATE SEWER SERVICE LINE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBING CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. NOTE: CLEANOUTS SHALL BE INSTALLED AT CHANGES IN DIRECTION AND AT INTERVALS NO GREATER THAN 100' AS REQUIRED BY THE PLUMBING CODE OR CITY OF COLLEGE STII�TION REQUIREMENTS. SI NON- I STRUCTURAL PAVEMENT CLEAN, EXCAVATED MATERIAL BACKFILL I BACKFILL PP STRUCTURE BACKFILLED AND COMPACTED \ I PLAN ACCORDING TO GEO-TECHNICAL REPORT COMPACTED CEMENT STABI- L12ED SAND. It SACK/CY. PUGMILL ONLY. SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE 12 MIN ,,:.:.. . ;,.., �,•�.; ALLY CONSOLIDATE AT OPTIMUM MOISTURE TO BOTTOM OF PAVEMENT STRUCTURE OR WITHIN 12' OF FINISHED GRADE PIPE 060.L ,. • +,"' BANK SAND, SPADE (8' MIN) BY LIFTS INTO PLACE. PIPE TO FILL ALL VOIDS AROUND PIPE THE TRENCH BOTTOM SHALL BE OD GRADED SO AS 10 PROVIDE UNIFORM AND 12" MIN. CONTINUOUS SUPPORT FOR THE PIPE BARREL BE I§EEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. 10 5 0 10 SCALE IN FEET 5 2.5 0 5 SCALE IN FEET SCALE VERTICAL NIA HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET CS %"�Jtc-hmufltz Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 JANUARY 2015 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION 20 10 0 20 SCALE IN FEET - ST ST — ST — ST/ ST — ST — ST — 1 � W 16 -- --—W-16 W-16 l 1 NN \\" SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX GENERAL NOTE: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( IOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARK INt I LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING OT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTYDISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXIS NG TREES SHALL CALIPER PER CALIPER WHEN THE REMAINDER OF THE LOTS DEVELOPED. 11 IRRIGATION SYSTEM NOTES: ON SYSTE TO SERVICE ALL NEW PLANTINGS WILL BE 1. AN IRRIGATI INSTALLED BY A CERTI ED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUE' . 2. IRRIGATION CmYSTEM N UST BE PROTECTED BY EITHER A PRESSURE VACUUM B REAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW L)EVICE, C R A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PE II CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PERJ',CITY ORDINANCE 2394. PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK (D 2.1"-3.4" CAL 3.5" > CAL (Quercus virginiana) 750 2 300 600 CANOPY CANOPY CREPE MYRTLE CREPE MYR TLE 1.25" CAL (Lagerstoemia indica) 8 320 1.25" CAL (Lagerstoemia indica) 5 40 200 TOTAL STREETSCAPE: NON -CANOPY 1070 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE WAXLEAF LIGUSTRUM O 5 GAL. (ligustrum japonicum) 83 10 830 SHRUB TOTAL: 1630 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK (D 2.1"-3.4" CAL (Quercus virginiana) 5 750 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 8 320 NON -CANOPY TOTAL STREETSCAPE: 1070 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 35,469SQUARE FEET OF SITE AREA 35,469 SF / 1,000 = 36 36 x 30 = 1,080 POINTS ADDITIONAL LANDSCAPE ',POINTS FOR STREETSCAPE: 261'/50 x 300 POINTS = 1,566 POINTS TOTAL POINTS REQUIRED: 1,'080 + 1,566 = 2,646 POINTS TOTAL POINTS PROPOSED: 2,700 POINTS 1(1,350 POINTS FROM CANOPY TREES = 507.) GREENS PRAIRIE STREETSCAPE: CANOPY TREES (1 PER 32'): 26 1 / 32' = 9 CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE LANDSCAPE PL SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-38171 SHEET L I CROSS SLOPE 2a/a MIN. CROSS SLOPE GROSS SLOPE SIDEWALK 2a/o to 4"/a 2a/a MAX,, 10% MIN- .< - IN..< - de 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. � � m p 'IQ 6 ° PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS SWI -00 4"x4"x3116" STRUCTURAL STEEL TUBING r 8'O.C. MAXIMUM -0 1 + 8' O.C. MAXIMUM-ry -*-I I x-12" O.C. 6" O.C. `L- 4"x2"x3116" STRUCTURAL STEEL TUBING 4"x4"x3/18" STRUCTURAL 1"x1"x3116" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 6�'' TYPICAL PEDESTRIAN 112" DIA. BOLT GENERAL NOTES: CONNECTI'ONDETAIL SWl-0l ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDT14• EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @,V O.C. 3. DOWEL x 1 AN BARS O ANY CONCRETE STRUCTURE BARS R 1ADJACENT 00 C ENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH4. COMPACTION' COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-49% WET OF THE OPTIMi1M MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR (� 114"R 112"0X18",12"O.C. ( {� 314" GREASE) WITH HEAVY 5'-0" VARIES -I 4.. 2% MAX. RECYCLED MATERIAL, 112" ' SEE NOTE THICK AS MANUFACTURED BY J.O. RUSSELL CO. OR Z3"ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @7.,,,..7.m... 28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF STRENGTH = $000 PSI DOWEL AND HAVE STOP $O END OF #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION & CONSTRUCTION _TOINT SAWED OR FORMED, 1/8" TO 3116" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 318" R _ 4„ SIDEWALK CONTRACTION JOINT SWEEPSAND MIN 8" iFINTOALLJOINTS MAX 24" CONC. SIDEWALK • 4., • •o o•v. 6" 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK ALONG LOCAL STREETS Q 3'4" MIN _ V-0" VARIES-� I E-- 2°/a MAX - NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI (4" THICK MIN. SEE FINISH NOTE ALONG MINOR COLLECTORS I ACCEPTABLE TRAFFIC RATED 8'-O..-- PAVER MATERIAL E- 2°/a MAX. SEE NOTE 4 ' SEE NOTE 3 --% 28 -DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) sEE FINISH NOTE ALONG MINOR COLLECTORS i � � � � i� orf ►\ SMTI-02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND z LANDING STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN PEDESTRIAN TRAVEL WHEN ENTERING THE STREET, **VARIES 4. THE PLANS. HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO SCHOOL OR SCHOOL ZONES, AND OTHER HIGH **VARIES THE PLANS. 3116" NOMINAL VARIES NEENAH GRATE BOLTED PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WAR i CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, "LADDER" STYLE) IS PREFERRED. DEVIATION FROM ANNULAR SPACE IN PLACE OR APPROVED EQUAL a' y GREEN SPACE 1 G�9 4 9�'FGs THE APPROVAL OF THE CIT BE ALLOWED ONLY WITH ' '• ' • '. SIDEWALK 8' T/Fs.S STRIPING. THE LONGITUDINAL STYLE MARKING SHALL BE 24" e °= ',. • e r S SURFACE ON LANDING AT STREET F.IiGF. ;. °• ; °' ... DETECTABLE WARNING......<'$it, ..r, 6' SIDEWALK..' h 4" O0(JO w>W LANDING �12"" SURFACE �'"�' ' :: �- No. 4 BARS 8" wac NO.3 REBAR AROUND PAVER INSET 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY NG THE RAMP, EITHER BECAUSE ADJACENT SURFACE __TM .a /F< 12.1 Dt DETECTABLE \ 1 AMP \ - ' DF,TF,CTARI,F, PAVER WITH TRUNCATED 4"MAX DOME SURFACE (TYp) VARIES PROPERTY LINE `� _ SURFACE PROPERTY LINE \ OF TRENCH GRATE MAY ONLY BE EL, OTHERWISE, PROVIDE FLARED SIDES. APPLICABLE SPECIFICATIONS ALLOWED WITH PRIOR APPROVAL 's �9 i�I (TYP.) (TYP) 'P 4�/ DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY FROM THE CITY ENGINEER AND �/ h I as0 GIS' FOUND IN THE CURRENT EDITION OF THE TEXAS . ° . ' e' ?S G ° . % • ) SO WHERE THERE IS NO OTHER STORM SEWER SYSTEM \ (1y >. '• : AVAILABLE. ** 23' 10' CURB RADIUS 21.5' CURB RADIU)S) .•. SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE (20' 16.5' (25' CURB RADIUS) FSP \ , . ° pca DESIGNED TO PROVIDE ACCESSY3LE PASSAGE OVER OR �\ THROUGH THEM. J. ca -IED ` CURB RAMP 3 z 23' (10' CURB RADIUS) ** p STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE CROSS SLOPE NOT TO EXCEED \ w w 2°% OR BE LESS THAN 1 ala ON ANY O IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK 21.5' (20' CURB RADIUS) \ 16.6' CURB RADIUS) SECTIONAA MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE sw�_n2 (25' PORTION OF RAMP OR TRANSITION 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN TO STREET IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. a .: .Y- CROSS SLOPE NOT TO EXCEED 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 2% OR BE LESS THAN 1% ON ANY ' 'e• PORTION OF RAMP OR TRANSITION 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT e • • SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR TO STREET BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY 5' 3' 8' ZSomea c View 5/166 SIDEWALK AMBULATORY 86 SIDEWALK AMBULATORY CONNECT TO THE STREET. SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION -W3-01 TRENCH GRATE SW3-00 SW3-02 FS * CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2°% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET TO STREET It TO STREET / Q- � � tj'r GAP qy GAP qy `Lh 1 OBJ`° ONIP / y O�Jy / y ryhQ'/ y y y ( 1" + PROPERTY LINE / DETECTABLE PROPERTY / / LINE / DETECTABLE LINE PROPERTY DETECTABLE WARNING •,_ ._.-• -^� SURFACE �- WARNING _••_ ...-• �"' SURFACE yy .� , WARNING - -'" SURFACE y yy yy 8' SIDEWALK y yy yyy y y y �< Z RAMP* '� ZMP* is 6' SIDEWALK 2 1:1 iq in SLOP' Z RAMP + j.a 5' SIDEWALK 1:1% SLOPEMAY � 1:12 SLOPEMAX. 3' EXPANSION JT. & SMOOTH DOWEL BAR, EXPANSION JT. & 3' SMOOTH DOWEL BAR, EXPANSION & 1/2" DIA. X 16", WITH CAP " O.C. 112" DIA. X 16", WITH CAP @ 12" O.C. BAC WIHEAVY W BACK-/LSMOOTH DOWEL BAR, OF CURB 112'• DIA. X 16", WITH BACK COATED WIHEAVY T D OF CURB 6' MIN. GREASE) OF CURB 6' MIN. GREASE) 6' MIN. CAP 12" O.C. COATED WIHEAVY GREASE) K SIDEWALK AMBULATORY RAMP 66 SIDEWALK AMBULATORY RAMP 56 SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 I SW3-04 SW3-05 1__t 1 U DQE c ? ';aiG!44;fs DETECTABLE WARNING SURFACE 4" MAX. AND USUAL CROSSWALKS: DETECTABLE WARNINGS GENERAL NOTES: CURB RAMPS MUST CONTAIN A DETECTAI SURFACE THAT CONSISTS OF RAISED TRL UNCOLORED CONCRETE, UNLESS SPECIFIED eLbUY IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP iV 2 SIDE FLARE (TYP•) �1_ 6" MIN �- FACE OF 10" MAX CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RA1sviP RI PEDESTRIAN FACILITIES GENERAL NOTES: 3 UM Eh THE CITY OF BRYAN'S PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. _ CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" z LANDING BY THE CITY ENGINEER. STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET, 6" MIN. FACE OF 10" MAX. HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE CURB PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WAR i CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CIT BE ALLOWED ONLY WITH 5. DETECTABLE WARNING SURFACES SHALL A MINI STRIPING. THE LONGITUDINAL STYLE MARKING SHALL BE 24" R 24 IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAY AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE E SURFACE ON LANDING AT STREET F.IiGF. VEHICULAR TRAVEL PATH. WIDE AND 8 FEET IN LENGTH 48-INCHES THE STREET. II iV 2 SIDE FLARE (TYP•) �1_ 6" MIN �- FACE OF 10" MAX CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RA1sviP RI PEDESTRIAN FACILITIES GENERAL NOTES: 3 UM Eh n SW2-00 APART. THE TRANSVERSE M RKINGS SHALL CO OF TWOWIDEES SEPARATED ALL CROSSWALK PAVEMENT Y 6 FEET MARKINGS SHALL ALWAYS MEET TXDOT'S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED 6. DETECTABLE WARNING SURFACES SHALL I 6" AND A EDGE NEAREST THE CURB LINE i 6" ANDA MAXIMUM OF 10" FROM THE NG SU FACE OF CURB. DETECTABLE WARNING SU POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY z LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. w O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE I'ujg CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER w>v IT TO AND CONCRETE. oq�_ CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS uiix°'I'•'a DETECTABLE WARNING SURFACE B F STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN (DOMES RUN PARALLEL STRIPING. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL PEDESTRIAN TRAVEL) LANDING0000 VEHICULAR TRAVEL PATH. r AND USUAL 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND iV 2 SIDE FLARE (TYP•) �1_ 6" MIN �- FACE OF 10" MAX CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RA1sviP RI PEDESTRIAN FACILITIES GENERAL NOTES: 3 UM Eh 1. ALL RLOPER ARE MAXIMUM ALLQWARLE- THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE 1118" T OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM In IT TO 2% SLOPE IN ANY DIRECTION. Z ERE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS o LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL LANDING0000 VEHICULAR TRAVEL PATH. w 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND 4" O0(JO w>W LANDING �12"" CURB RAMP IS 2%. w_ o I -c 8" wac NO.3 REBAR AROUND PAVER INSET 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY NG THE RAMP, EITHER BECAUSE ADJACENT SURFACE THE IS DF,TF,CTARI,F, PAVER WITH TRUNCATED 4"MAX DOME SURFACE PAVER WITH O BECAUSE PLANTING OR OTHER NON -WALKING SURFACER C 2 J a p OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. EL, OTHERWISE, PROVIDE FLARED SIDES. APPLICABLE SPECIFICATIONS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION BE i�I (TYP.) (TYP) CONTROL JOINT PERMISSIBLE DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY a MAX. T (TYPICAL)VF FOUND IN THE CURRENT EDITION OF THE TEXAS ) SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. QEF 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN W BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE BOF (TYPICAL) 4' RAMP WIDTH (TYPICAL) CUR (TYPICAL) DESIGNED TO PROVIDE ACCESSY3LE PASSAGE OVER OR JON -CENTER - THROUGH THEM. -IED CURB RAMP 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND TYPICAL AMBULATORY RAMP W/ STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK DETECTABLE WARNING PAVER SECTIONAA MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE sw�_n2 ALIGNED WITH THEORETICAL CROSSWALKS, R AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. :4m 1 0 Q V 0 LJ CITY OF BRYAN The Gond Life, Texas,StJle." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE, N T S APPROVED: W,. P. K. FIGURE: 'i SHEET 1 OF 1 SW2-01 II 1118" GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O BY TWO -�I- 2-3/8 2-3/8' UNIT BA BASKET WEAVE PREMENTS OF A ETT RN R AS D DIRAY ECTED. ------��------ LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 4 z 5' x 5' CONSISTING OF AT LEAST 26 PERCENT OF A FULL UNIT. CUT LANDING0000 O JO UCQW 4" O0(JO w>W LANDING �12"" w_ o I -c 8" wac NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING a DF,TF,CTARI,F, PAVER WITH TRUNCATED 4"MAX DOME SURFACE PAVER WITH 2 J a p WARNING P.9 T'A'R AND USUAL EXPANSION JOINT AS )3EQUIREO TRET UNCATED DOME SURF I" MORTAR BED -SHALL CONFORM TO io- '�-" °' SIDE F E A A 5' SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS .G 1:10 SLOP i�I (TYP.) (TYP) CONTROL JOINT PERMISSIBLE a MAX. T (TYPICAL)VF % L'', MIN. 4" CURB No. REBAR AT BOF (TYPICAL) 4' RAMP WIDTH (TYPICAL) CUR (TYPICAL) {{3 TRUNCATED DOME PA=RN BOTHM JON -CENTER - CLASS A CONCRETE -SHALL CONFORM CURB RAMP TO APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE WARNING PAVER SECTIONAA sw�_n2 � SW2-03 :4m 1 0 Q V 0 LJ CITY OF BRYAN The Gond Life, Texas,StJle." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE, N T S APPROVED: W,. P. K. FIGURE: 'i SHEET 1 OF 1 NOTE: GENERAL NOT' (' 1- VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 0 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING S„ SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED.14-� 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF ( a STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24" X 24"X 6" p ( WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT ALL VALVE BOX. BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE I 28 -DAY CONCRETE EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE FACE OF THE STEAMER ON THE FIRE HYDRANT, I STRENGTH' 2000 psi OF STEEL SIZED AS NOTED STRENGTH WITH #4 BAR AROUND Q AND PAINTED WITH TWO (2j 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN0ALL VALVE BOX. ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT-'-�- = COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON LEAD WITH NO ADDITIONAL CONNECTIONS. SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VIED, A - A VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL y7EI'I• A -A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRA EACH BELL AND FIRE HYDRANT. GATE VALVE W/VALVE BOX + TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER UNE AS REQUIRED SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 71 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH q A CITY'S ACCEPTANCE OF AS REQUIRED I CENTERING COLLAR. WORK. AS 6"lk TERMINATE F TO 5' FINISHED GRADE REQUIRED - ` -•-.� FROM TOP OF BOX.If � 1 'ti g i � BURY LINE 2" SQUARE AWWA NUT AS EQ' ARIE ANCHOR 900 BEND EXTENSION WITH GATE VALVE CENTERING COLLAR. 6" STD. W/VALVE BOX Z TERMINATE 4' TO 5' n: FROM TOP OF BOX. WITH SAL OLS STANDARD FIRE HYDRANT y AWWA G900 %&%IIE i (SEE NOT 8) 6" D.I.OR C909 PIPE 3 6" MJ ANCHOR + o PRESSURE PIPE STEEL BOLTS i COUPLING F x CON RETE 14 ga. INSULATED BLOCKING PEA GRAVEL -FILL COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE WEEP HOLE THRUSTSLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED TEE OR TAPPING SLEEVE & VALVE BLOCK USING 12"x12"x4" BLOCK AS DIRECTED. AS REQUIRED MECHANICAL JOINT PRECAST CONCRETE MIN. DIMENSION APP F RETAINER GLANDS BLOCK EQUAL TO ONE BAG OF SACKRETE OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED WIM.J. SPLIT GLANDS ROTATE TO NAL GRADE) STANDARD FIRE GATE VALVE &BOX OPTIONALW1-oo HYDRANT ASSEMBLY W1-02 2" SQUARE x 2" HIGH TRAFFIC RATED -Y REFER TO TECHNICAL SECTION OPERATING NUT COPPEIRH AT 09 0312 FOR TRACER WIRE SNAKEPSTATION OR TRAFFIC RATED COPPERHEAD APPROVED EQUAL GROUND LEVEL APPROVED TEST STATION OR 24"x24"x6" 24 CONCRETE PAD VALVE OPERATING NUT MqX, METAL (STD.) EXTENSION 5" DIA x 1/8" MIN DETECTOR TAPE THICKNESS STEEL METAL DETECTOR TAPE PLATE w/ 90° CUT-OUT 48" MIN. if 1" DIA STEEL ROD T7,,r, ING WIRE SQUARE SOCKET CERL10 TRACER WIRE SHALL END 2" DIA INSIDE AT A TEST STATION. 21DEPTH 8- TWO 3/8" SET SCREWS ON L:THI MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH TYPICAL UTILITY PIPE OUTSIDE EDGE OF BOTTOM SOCKET TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION: WI -01 UTILITY PIPE LOCATION MATERIALS FW NOTES: MEGALUG OR 1. FURNISH AS SHOWN ON PLANS SETSCREW A AND ON ALL VALVE SIGN POSTS. PIPELINE RETAINER 10• BLACK WARNING SIGN MAIN LINE TEXT--,,,, SIGN2. S TO BE CONSTRUCTED WARN I N G FROM 20 GA. STEEL BAKED ON UNDISTURBED ENAMEL FINISH. FURNISH ONE ° D DIRT 10" U DERGROUND PIPELINE AND ONE PO T ONE EACH VALVE 24" MIN. / CONTACT THE CITY INSTALLED AND AT OTHER D `P BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. END OF LINE FURNISH SAME NUMBER OF WATERLINE CAP/PLUG YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUND 41' INSTALLED OMITTING VALVE D . ' M. J. TEE rr ... NUMBER ON VALVE SIGN 4 : OR CROSS OSS .• .r. � V AL V { OT A SEPARATE PAY IT ••^ i • BEDDING SAND 7" NO. 2'• BLACK PRESSURE 3'X VX 6" N TO BE ADDED AFTER CONCRETE SLAB NOTE: BASIC SIGN HAS BEEN DIMENSION FOR CONCRETE A 0"_� PAINTED. VARIES WITH WATERLINE SIZE 24" WHITE MIN. PLAN VIEW BACKGROUND MJ PLUG ®_ PIPELINE WARNING SIGN ' VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED SELECT FILL 4'-0" 1W8' BLUE HEAVY DUTY, WING CHANNEL POST VALVE BOX AND SHAFT EXTENSION MEGALUG 2' X 4' X 6" 4'-0" CAST IRON VALVE BOX COVER PIPE yz CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 6" MIN. 4-0" NOT GREATER ' THAN 45° `-BACK FILL Y' AMERICAN FLOW CONTROL TRENCH 6" DIP WiRETA1NiNG y9� • ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND G �:;::;•: f:r �:;: 12"MIN.PLUG. CONCRETE t O SF,CTIONA-A Z, THRUSTSLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON ' NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING SOF TANDARD ADARDDENSITY BE 95% STANDARD DENSITY PER ASTM D698 IN-LINE BLOW OFF ASSEMBLY Fw3 0o W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN T' --GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH WIS.S. HOSE CLAMP SIDES OF COPPER PIPE. AIR RELEASENACUUM GALV. NIPPLE I j REMOVE AND DISCARD 2. PAYMENT FOR BID ITEM "AIR RELEASE VALVE" BREAKER VALVE ��R BOX WITH VALVE BOX AND SHAFT EXTENSION I AFTER USE MJ PLUG SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (1 ") 2"METE1 i EXIST. GRADE DETAIL, INCLUDING MAIN UNE TAPPING SADDLE. OR MODEL 102 (2") OR CAST IRON UD 1 1 4'-0" CAST IRON VALVE BOX COVER APPROVED EQUAL I I�SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE i" OR 2". I 1 2' X 4' X 6" CONCRETE SLAB 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I AFTER BLOW -OFF INSTALL MALE QUICK THE ENGINEER I I CAP CONNECTION & AMERICAN FLOW CONTROL T EXIST. GRADE ��TRENCH ADAPTER HOT -BOX POLY ROX 1 OR AN APPROVED EQUAL MODEL M (I -)WITH WITH BRASS BALL VALVE 4- APPROVED HEAT OR MODEL PHR2 (2" PIPE MATERIAL WITH HEAT OR APPROVED Y EQUAL IRON PIPE THREAD MJ TAPPED CAP COMPRESSION FITTING AND BALL VALVE BRASS THREAD PIPE WATER 4" X 3' X 3' CONCRETE PAD FOR 1" PIPE COPPER EXPOSED TO MAIN 4"X 5'X T CONCRETE PAD FOR 2" PIPES CONCRETE SHALL BE SLEEVED WITH APPROVED BRASS ELL MJ TAPPED CAP COPPER PIPE SLEEVING CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 TAPPING SADDLE BRASS NIPPLE 4" END O F LINE CORPORATION STOP. AIR RELEASE VALVE &VACUUM CHECK VALVE 2" BLOW -OFF RISER BLOW -OFF W3-02 W3-03 W3-04 THRUST BLOCK NOTES: r TRE SCHEDULE (R) 1. ALL CALCULATIONS ARE BASED ON INTERNAL E (R} ID H STC A OLU E VOLUME (c.y.} NOTES: PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER 1.5 in tons 1t ft c.. 4 0.9 I. NO SPLICES IN COPPER TUBING WILL BE ALLOWED PIPE. 10,12" 6.5 2.5 1.5 1.2 4.0 6 8 5, 1.5 2.5 0.3 45° FOR SINGLE SERVICE OR BETWEEN THE SERVICE 2. ALL BEARING SURFACES OF THRUST BLOCKS 1.5 1012 1.5 3.5 0.6 1.5 SADDLE AND THE WYE FOR DOUBLE SERVICE. SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 0.5 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 1.5 STREET CROSSINGS HAVE BEEN INSTALLED. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.8 S. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 0.3 11.25° ENGINEER. THE VOLUME OF CONCRETE 1.5 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 0.4 APPROVED EQUAL. HERE. 10,12" 1.5 1.5 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.210.131 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. ALL CONCRETE BLOCKING HAS REACHED 1500 psi. OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL AREAS) 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. HORIZONTAL THRUST BLOCK SCHEDULE USE POLYETHYLENE WRAP OR EQUAL 13ETWEEN CONCRETE 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. BEND SIZE A SIC & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. g, LOT CORNERS SHALL BE MARKED WITH A LATH / UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. THRUST BLOCK DETA..ILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS --r (ft) (R) (R) E (R} G (it} VOLUME (c.y.} 90° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 .10A2-.3.5 2.5 1.5 1.2 2.2 0.5 22.50 6,8" 11.5 1.5 1.5 0.9 0.8 0.1 10,12"12.0.2.5 1.5 1.2 1.1 0.3 11.25° 6,8" 1.0 -_ 1.5 1.5 0.9 0.4 0.1 10,12" 1.5 1.5 1.5 1.210.131 0.1 THRUST BLOCK DETA..ILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS --r C UTE POUR CONCRETE-" DIA' AGAINST UNDISTURBEDEARTH 0 SECTIONX--X PLAN VIEW C -1 a OTr; THRUST- y?r= Q W� O �m POUR AGAINST UNDISTURBED EARTH TEE THRUSTBLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 NOTE., 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4 W TH CROSSING BEND SUCROADWAY OTHAT THE CARRIER PIPE CAN BE PULLED ABOVE THE TIES ARALOLEL MAIN. 2'-0" MIN. ENCASEMENT 2'-0" OPEN CUT LIMIT C ODRLES -CORP STOP WATER LINE PAVEMENTAREAS B/C STRAIGHT BALL VALVE W/ (2 FOR DOUBLE SERVICE) 1-1/2" BALL VALVE (F OYDOUBLE SERVICE n, * SEE TECHNICAL SECTION 331213 FOR MATERIAL REQUIREMENTS Cil fl 4' W WATER SERVI (SIIORT AND LONG SIDE) NEAREST B JOINT (TyP. EA. END) CARRIER PIPE -J 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS" OR STRUCTURAL BACKFILL AREA INSULATED'" OR"CASCAbE W2-02 OPEN CUT LIMIT GATE VALVE T-0" MIN. �- SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING ® SELECT MATERIAL _ © GRANULAR MATERIAL OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS TOR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 314" SIEVE X00 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND LINE F3➢ J X '. '•t%ft ----4'MIN.-----� - STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LIN STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED TSOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL AREAS) C UTE POUR CONCRETE-" DIA' AGAINST UNDISTURBEDEARTH 0 SECTIONX--X PLAN VIEW C -1 a OTr; THRUST- y?r= Q W� O �m POUR AGAINST UNDISTURBED EARTH TEE THRUSTBLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 NOTE., 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4 W TH CROSSING BEND SUCROADWAY OTHAT THE CARRIER PIPE CAN BE PULLED ABOVE THE TIES ARALOLEL MAIN. 2'-0" MIN. ENCASEMENT 2'-0" OPEN CUT LIMIT C ODRLES -CORP STOP WATER LINE PAVEMENTAREAS B/C STRAIGHT BALL VALVE W/ (2 FOR DOUBLE SERVICE) 1-1/2" BALL VALVE (F OYDOUBLE SERVICE n, * SEE TECHNICAL SECTION 331213 FOR MATERIAL REQUIREMENTS Cil fl 4' W WATER SERVI (SIIORT AND LONG SIDE) NEAREST B JOINT (TyP. EA. END) CARRIER PIPE -J 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS" OR STRUCTURAL BACKFILL AREA INSULATED'" OR"CASCAbE W2-02 OPEN CUT LIMIT GATE VALVE T-0" MIN. �- SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING ® SELECT MATERIAL _ © GRANULAR MATERIAL OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS TOR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 314" SIEVE X00 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND LINE F3➢ VIEW A A DOUBLE SERVICE 0 �A 12" MIN: 24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) 1 A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) 9 " MIN. CLR. SPACER PROVIDE 4 -•----NQ BOTTOMS AT MIN ING DETAIL NOTE: VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY NE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN ITITIES i WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PAI APPING MAIN. r. OR GATE VALVE -7 IT -O" BELOW DITCH FLOW BALL 2' W2-01 %--••-STEEL CASING TO MAINTAIN BLE 1 MAX RUNNERS l30° MAX F -----STEEL CASING _-8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) i STEELICASING-� CARRIER PIPE-/ TYPICAL RURAL STREET CROSSIN W2-03 GATE VALVE WIVALVE BOX `-TEE OR TAPPING SLEEVE &VALVE AS REQUIRED WATER LINE 1, FOR BEDDING AND TRENCHING W/THIN ALL EX/STING PAVEDAREAS, SEE DETAILS FOR OPEN CUT STREETS. TPY,S)GINSUES 2' NOAPLTOEETS BE NROT CTED. SELECT MATERIAL 2 EVERY 900 FEET PRO VIDE A WATER STOP BLOCK - COMPOSED OF CEMENT SAND OR NAT/VE MATERIAL OA SELECT MATERIAL ©CEMENT5TABILIZEDSAND DEPEND/NG ON EMBEDMENT. BLOCKSHALLBE6FEET 8"-12" MAX ( 8"-12" MAX./NLENGTH. NOBEDD/NG SAND/N TH/SAREA. © (MTANUALLY OPTIMUM MOISTURE) TE © (MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL (( �J AT OPTIMUM MOISTURE) BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS �� FOR PVC PIPE. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4" 4" SHALL BE IN ACCORDANCE WITH ANSIIAWWA Cl 50=1.50 UNDISTURBED SOIL S. COMPACTION SHALL BE ATTAINED BY MECHANICAL PIPE PIP UNDISTURBED SOIL TAMPING. O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. B" MIN.i12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.M2" MAX. 7. BUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NON-STR£ICT£IRAI, AREAS TO BEPATED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ARFAS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR RECON.4'TR£IC7ED WORKING DAY. TING PLACED AT THE END OF EACH BEDDING AND TRENCH FOR DI PIPE &. PVC PIPE 4-02 GENERAL NOTES: > r MOLIDMU. IN utveLUPeo AREAS WHERE GRASS ILOCK SOD WILL BE REQUIRED. BARED AREAS :DED OR SODDED WITHIN 14 CALENDAR DAYS OF 3ANCE. IOSION CONTROL MEASURES MUST BE INSTALLED :NTIRE TIME THAT EARTH HAS BEEN BARED BY )N AND SHALL STAY IN PLACE UNTIL ACCEPTABLE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS ID THEN REMOVED BY CONTRACTOR. CONTROL MEASURES SHOULD BE CLEANED OF FERY RAIN. NT OF VEGETATION MAY BE A WARRANTY ITEM cn z O LO w CITY OF BRYAN The axxlLde, Texas Slyle." DRAWN BY: C.L.M. i DATE: 08-01-12 SCALE: N T S APPROVED: W, P. FIGURE: SHEET 1 OF 2 J O ----4'MIN.-----� - VIEW A A DOUBLE SERVICE 0 �A 12" MIN: 24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) 1 A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) 9 " MIN. CLR. SPACER PROVIDE 4 -•----NQ BOTTOMS AT MIN ING DETAIL NOTE: VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY NE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN ITITIES i WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PAI APPING MAIN. r. OR GATE VALVE -7 IT -O" BELOW DITCH FLOW BALL 2' W2-01 %--••-STEEL CASING TO MAINTAIN BLE 1 MAX RUNNERS l30° MAX F -----STEEL CASING _-8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) i STEELICASING-� CARRIER PIPE-/ TYPICAL RURAL STREET CROSSIN W2-03 GATE VALVE WIVALVE BOX `-TEE OR TAPPING SLEEVE &VALVE AS REQUIRED WATER LINE 1, FOR BEDDING AND TRENCHING W/THIN ALL EX/STING PAVEDAREAS, SEE DETAILS FOR OPEN CUT STREETS. TPY,S)GINSUES 2' NOAPLTOEETS BE NROT CTED. SELECT MATERIAL 2 EVERY 900 FEET PRO VIDE A WATER STOP BLOCK - COMPOSED OF CEMENT SAND OR NAT/VE MATERIAL OA SELECT MATERIAL ©CEMENT5TABILIZEDSAND DEPEND/NG ON EMBEDMENT. BLOCKSHALLBE6FEET 8"-12" MAX ( 8"-12" MAX./NLENGTH. NOBEDD/NG SAND/N TH/SAREA. © (MTANUALLY OPTIMUM MOISTURE) TE © (MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL (( �J AT OPTIMUM MOISTURE) BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS �� FOR PVC PIPE. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4" 4" SHALL BE IN ACCORDANCE WITH ANSIIAWWA Cl 50=1.50 UNDISTURBED SOIL S. COMPACTION SHALL BE ATTAINED BY MECHANICAL PIPE PIP UNDISTURBED SOIL TAMPING. O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. B" MIN.i12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.M2" MAX. 7. BUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NON-STR£ICT£IRAI, AREAS TO BEPATED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ARFAS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR RECON.4'TR£IC7ED WORKING DAY. TING PLACED AT THE END OF EACH BEDDING AND TRENCH FOR DI PIPE &. PVC PIPE 4-02 GENERAL NOTES: > r MOLIDMU. IN utveLUPeo AREAS WHERE GRASS ILOCK SOD WILL BE REQUIRED. BARED AREAS :DED OR SODDED WITHIN 14 CALENDAR DAYS OF 3ANCE. IOSION CONTROL MEASURES MUST BE INSTALLED :NTIRE TIME THAT EARTH HAS BEEN BARED BY )N AND SHALL STAY IN PLACE UNTIL ACCEPTABLE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS ID THEN REMOVED BY CONTRACTOR. CONTROL MEASURES SHOULD BE CLEANED OF FERY RAIN. NT OF VEGETATION MAY BE A WARRANTY ITEM cn z O LO w CITY OF BRYAN The axxlLde, Texas Slyle." DRAWN BY: C.L.M. i DATE: 08-01-12 SCALE: N T S APPROVED: W, P. FIGURE: SHEET 1 OF 2 NOTES: NOTES: NOTES: 1 Service saddle SS straps, CC threads 5 Meter box valve: Q Service saddle, SS straps, CC threads ©Swivel nut- C38-66-2-875 -1-1 /2 6 „ Installed per manufacturer's Service saddle, SS straps, CC threads Meter box valve: 's 5 = Ford Angle Stop - BAi3-342W -1" Installed per manufacturer's 6 = Ford Angle Stop - BA -13 -444W -Q-1" Installed per manufacturer's recommendations. All main types: 5A = Ford Straight Stop - B11 -444W -1" recommendations. All main types: 5A = Ford Straight Stop - B11 -444W -1" recommendations. All main types: !J7 Brass all thread I.P.S. 1 -1/2 - corporation - Smith Blair 3 17 Smith Blair © Brass bushing IPS -1" x 314" r 317 Smith Blair 317 6 Meter nipple - e 036-44-2- 625-1 Z PP adapter- ;Ford FB 1 0 d ter B - - p 0 0-4-Q -1" � 8 Meter a ap BIM 66 1 112" 2 Corporation Stop: Ford FS 1000.40 -1" t� Meter nipple - 038-23-2-5 - 3/4" 0 0 Corporation Stop: Ford FB 1000.6-Q -1-1/2" t� Service tubing: Type Kcopper -soft-1' ®Meter box and lid: Old Castle meter box, 9 Meter box and lid: Old Castle meter 3 e - - S Service tubin .T Type e soft 1 ClGI lid with Re . ` 0 9 Yp PP Reader 8 Meter box and lid. Old Castle 4 Ford male adapter - 084-44-Q - i" O Cllid with Reader #36 meter box, � Service tubing. Type K copper •soft -1-1/2" box, Cl lid with Reader #65 0 ® Ford male adapter - C84 -44-Q -1" ® Ford male adapter - C84-66-0 -1-112" O Meter box valve: 5 = Ford Angle Stop - BA -11-666W -1-112" g CUSTOMER 5A = Ford Straight Stop - BI 1-666W -1-112" VALVE 8 g E MER 9 VALVE MER Ai3 6 (g'7 3 6 U3 8 CALVE MER Awl VALVE ME g 9 CUSTOMER U VALVE 7 4 7 s CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/4" STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP - 1-1/2" W6-00 W6-01 W6-02 NOTES: NOTES: Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. Installed per manufacturer's recommendations. All main types: ® Swivel nut - C38-77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN METER SWIVEL NUT OR NIPPLE `METER Smith Blair 317 APPROVED EQUAL. BOX Meter adapter -BBIM 77 - 2" ANGLE STOP Corporation Stop: Ford FS 1000-7-Q 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE cc thread - 2" ® Brass nipple I.P.S. - 2" x 3 w ( ) INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE z Meter box and lid: Old Castle meter (FOR DOUBLE SERVICE t� Service tubing: Type Kcopper- cu - soft - 2" box,. EXISTING METER BOXES ARE TO BE REMOVED. ClCi lid with Reader THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) p ® Ford male adapter - 084-77-Q - 2" WATER � ® Meter box and lid: Old Castle 12" METER Meter box valve: round valve box #3RT 5 = Ford Angle Stop - BA -11-777W - 2" - — - — 4' MIN.— - — - — -r 5A = Ford Straight Stop - 811-777W - 2" © Brass nipple I.P.S. - 2" x 6" CUSTOMER A!i 0 � 1 vaLVE DOUBLESERVICE ' 0 0 3 5 6 g 1 VALVE MER 8 0 4 6 g METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 3/4"x 3" Long C38-23-3 3/4!'x 12" Long C38-23-12 1"x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2"Meter Nipple-, - C38.66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ANGLE STOP �' MI WATER METER METER BOX 1 METER SWIVEL NUT OR NIPPLE I A 1 NUMEX SDR -9 200 PSI PIPE 1-112" BALL VALVE OR COPPER PIPE (FOR DOUBLE SERVICE (2 FOR DOUBLE SERVICE) ONLY) 1-112" X 1" BRASS WYE CITY OF BRYAN (1 FOR DOUBLE SERV.) STRAIGHT OR ANGLE TAP - 2" CITY OF BRYAN `WATER SERVICE RECONNECTION W6-03 W6-04 NOTES: SIZE L1 W1 (D Service saddle, SS straps, CC threads © Brass bushing In -1" x 3/4" 3" V-8" installeder p manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S701S90 S 7 Meter nipple - C38-23-2-5 - 314" 12,000 2 Corporation 0 oration Sto • Ford FB 1000 e Sall valve 5'-0" W-6" p -4 - 1" ® Meter box and lid: Old Castle meter 6" 11'-0" Service tubing: Type K copper- soft -1" box, Cl lid with Reader #36 12,000 4�3 Ford male adapter -C84-44-1" Q Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" 5A = Ford Straight Stop CUSTOMER VALVE - 811-444W -1" _ —_ NOTES: Q Service saddle, SS straps, CC threads Installed per mations. Alanufacturer's recommendl main types: Cambridge 800 Series or Ford S70/S90 2Q corporation Stop: Ford FB 1000-4-1" 3 Service tubing: Type K copper - soft -1" 4 Ford male adapter - C84-44-1" 5 Meter box valve: 5 = Ford Angle Stop - BA -43-444W -1" 5A =Ford Straight Stop - 11-444W-1" SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES 13E 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM iC PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOORI SHALL BE G( cn z Co V) U-) n, REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNES 4. SETSCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VAL �'ES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. NRS FLG GAT[ VALVE (TYP-2) PIAN VIEW CONCRETE LID W/ 36"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) GRAVEL =VA TION TIIEW 6Meter nipple - C38-44-2-625 -1" 8 Ball valve 9 Meter box and lid: Old Castle meter box, Cl lid with Reader #36 CUSTOM VALVE 9 ER 12" SQ SUMP GRATE AND( W FINISHED GRADE. 3M OF ANY iTRUCTED USING A 'RISED OF #3 S OF 6 INCHES. FITTING ON GATE VALVE MODEL SIZE L1 W1 H1 WEIGHT DMC-OS3 3" V-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" W-6" 12,000 DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 MFG: PARK EQUIP. CO. MODEL: DMC -CS APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PRE STCDMC-BR CONCRETE VAULT W/ ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE PRTANTIPEDDEES, 72 HOURS PRIOR O CIAfVIATION GALVANIZED STEEL � P SUPPORT N/ CAST IRON PTIONAL DRAIN CITY OF COLLEGE STATION METE RVAULT ASSEMBLY11 W57 NOTES: 1 Service saddle SS straps, Seryl CC threads a P� Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S701S90 2 Corporation Stop: Ford FS 1000-6-1-112" 3 Service tubing: Type K copper- soft -1-1/2" 4 Ford male adapter - C84-66-1-112" t� Meter box valve-, 5 = Fond Angle Stop - FV -43-666W -1-1/2" 5A = Ford Straight Stop - B11 -666W -1-1/2" 6 Swivel nut- C38-66-2-875 -1-11211 7 Brass all thread I.P.S. -1-112" Sp Meterada ter -BBIM 66 - - p 1 1l2" Meter box and lid: Oid Cast a me r 1 to box, Cl lid with Reader #65 @ Bail valve CUSTOMER VALVE- �.��r.. 1VALVE �\` 4 1 __ 'del! /� iU���11��. G �'I1Z(i �: �4 //—�\ fir iii / ` ill lli . u , CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY O STRAIGHT OR ANGLE TAP - 3/4" STRAIGHT OR ANGLE TAP - 1" STRAIC T7-00 W7-01 NOTES: Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S70IS90 Q Corporation Stop: Ford FB 1000-7 (cc thread) .2" t� Service tubing: Type K copper - cu - soft- 2" t� Ford male adapter- C84-77- 2" Q5 Meter box valve: 5 = Ford Angle Stop - FV -43-777W - 2" 5A = Ford Straight Stop - B11 -777W - 2" © Brass nipple I.P.S. - 2" x 6" 7ZJ Brass coupling I.P.S. - 2" ® Swivel nut. c38.77 - 2" t� Meter adapter - BBIM 77 - 2" ® Brass nipple I.P.S. - 2" x 3" © Meter box and lid. Old Castle meter box, Cl lid with Reader #65 ® Meter box and lid: Old Castle 12" round valve box #3RT ® Ball valve CUSTOMER -VALVE CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314"x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-448-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 1--112" B/ ( ONLY) O CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTI W7-03 COLLEGE STATION :T OR ANGLE TAP - I-1 /2" FV7-02 R SWIVEL NUT OR NIPPLE METER ANGLESTOP BOX ME WATER 0 METER ----4'MIN -------L VIETV A -A I ?UBLE SERVICE = O CITY OF BRYAN ANGLE STOP TljeGvrxlLde, Texa5&jjle." WATER METER BOX METER SWIVEL 1 A NUT OR NIPPLE I TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) CE 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) 7-04 DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W.1 FIGUR COMMERCIAL SITE VICINITY MAP N NOT TO SCALE PROJECT LOCATION DRIVEWAY, ................ SW STANDARD SIDEWALK DETAILS �4 FIGURE W1 O WATER DETAILS SHEEN' a' FIGURE - d STANDARD a C GTO` OAn OWNER/DEVELOPER: BRAZOS TEXAS 1 DEVEL C/O CAPROCK TEXAS P.O. WELLBORN,ii (979)307-0321 OPMENT, LLC. ItEVELOPMENT WITH DRAINAG7.El & UTILITY IV �11�101� PV'"Klh- CAPROCK CROSSING PHASE LOT 2R, BLOCK I COLLEGE STATI0N, TEXAS c ultz Ennineenna,�LLC TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. I EET TITLE SCHEDULE OF SHEETS C 1 SITE PLAN C2 GRADING PLAN C3 DRAINAGE, EROSION, AND SEDIMENT CONTROL PLAN C4 PAVEMENT PLAN C5 UTILITY PLAN L1 LANDSCAPE PLAN L FIGURE SW STANDARD SIDEWALK DETAILS FIGURE W1 STANDARD WATER DETAILS SHEEN' 1 OF 2 FIGURE W2 STANDARD WATER DETAILS SHEET 2 OF 2 SEMINOLE ELINE EASEMENT ?2/807 EXISTING G :��, _ -293- - - - - GAS LINES _`GA` �'�AS GAS-- ----GAS--- S-7:_ '-SAS--- --- --G'AS -eing AE AE_ "C-- -- _----AE-_ AE -------AE 10' PUE ``- ----_...•-•-----294-----11752/292 15' SIDE STREET-- ---- ---'----- SETBACK mAy mi dwr_ _ oc S 7 I VEERANI LLC CASTLEGATE BUSINESS _ CENTER } BLOCK 1, LOT, 1 3.61 ACRES 10865/036 ` - ZONED GC l� 293- - GAS- AE-AE AS-AE AE 15' REAR SETBACK 294- - - Z/ t" L, �- _..-•2g5 � 4� � 29 PROPOSED PARKING SPACES �3 / � 3a ! LOT 2R?9 / PROPOSED SEWER / ' I BLOCK 1 s SERVICE N 1' CURB CUT j ` _ 0.814 ACRES N �O 9 PROPOSED PARKING SPACES -294` i - \ \-- --- -'- - - - - - - - - - - - -294- - - - - R� -' - - - _ _ _ _ - - - - - �� �� 2 PROPOSED HANDICAP PARKING SPACE � �~ - - 5'- -29s ------ -`-ST -cam ST- - ST.LS - I -- - -ST- ST ST A ST ST L <% - �94 - - R - - - -293- - - - - - 9'- - - - \ \ S's / Q -295- �s _ \ s L _ ` - �20� - -294- - _ _ _ - _ - '`oV _ N �- f `+ 9 LAYDOWN CURB - - _ _ 291 ! - - �•- • � ` _ � ` � 8' �11, `292/ � W-16 W - EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF EXISTING GUTTER EXISTING PVMT.--, EXISTING BASE 20 10 0 20 SCALE IN FEET EXISTING PRIVATE 6" \qf SEWER LINE EXISTING IRRIGATION SLEEVES S 10' PUE S 11752/295 3__: * MAINTAIN 2% �-.. MAX CROSS SLOPE EXISTING 15' PROPERTY 25' MIN, R. DRAINAGE EASEMENT `� \ SIDEWALK------.,. / 15' PRIVATE ST ST ST - ST -UTILITY 393/65 EASEMENT NEAT / SAW CUT PRIVATE PRIVATEEXISTING 24" -16 EXISTING 25' ACCESS EASEMENT DUMPSTER PAD`S 6' PROPOSED \ - �`'j SEWER PIPE 12393/65 \\� : ,:. • \ J SIDEWALK P -- P' _ \\ WITH 6 TALL o p ADA RAMPS - Nb / - - \SCREEN FENCE 15 WELLBORN SUD :`:'.;; t•, ; ENCLOSURE o WATER LINE EASEMENT.�1 /`�� 3645/278 ! ' EXISTING p / pP �• 6WELLBORN SUD „ \ 6 BOLLARDS P `� 16 WATER LINE D \ \� `E •>\ \ \` / 2 -296 n / m SHIPLEY DO -NUTS` 8 6 fkis PROPOSED BUILDING gDRIV 0 SCK / 1 STORY !j/ SAY �.�6\'�:• E``•; \ ^ti N 2,400 SF FF = 297.40 19 MAX HEIGHT / EXISTING DRIVEWAY 29 7.5' SIDE ,q SETBACK `\. 29\'x•` ,•:. �� 7 y ?. ^•.; - ' •• PUE & ti PUBLIC ACCESS EASEMENT- \ / � , \.�•:•�, >,� �\� \ \\ ,'• 11752/292AZF 3* ,-- -._. N • t� �- m . EXISTING SIDEWALK 14j I 25'FRONT SETBACK : '•: r rl \ \' 1 KEYWAY 40' PUBLIC ACCESS EASEMENT 11752/292 LOT 1R BLOCK 1 1.643 ACRES U ,h ` .TY� ;\\\ \• "' •'...t .., \- 3/4" IRRIGATION R15 25PRIVATE CROSS \ \' °�'•� METER ACCESS EASEMENT 11752/295 \ 1�, \`.• 5' PROPOSED SIDEWALK �\ EXISTING FIRE 1" DOMESTIC, HYDRANT EEL REINFORCING BARS CONCRETE PAVEMENT .Lp. •,� _+!� .ted' ;.'d� �-r Y . �4" .. X...... \-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 8" PAVEMENT - #5 REBAR 0 12" O.C.E.W. \' * 6" PAVEMENT - REBAR 0 18" O.C.E.W.N F BRAZOS TEXAS LAND DEVELOPMENT \ * 5" PAVEMENT - #4 REBAR' O 18" O.C.E.W. LLC * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 19.466 ACRES 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 8813/126 \ \, SPECIFICATIONS. ZONED R �'\,'•. NOT PLATTED TYPICAL CONCRETE PAVING SECTION !y N.T.S NOTE: ALL CURBS 6" IN HEIGHT >. ` UNLESS NOTED OTHERWISE. �' ..; .: .: ` \`• SIDEWALK OR PATH MARK LOCATION WITH WHERE APPLICABLE ` `\ GALVANIZED CARRIAGE BOLT" INSTALL \� ., ..: �'• " BOLT IN X 2 WALK 4 d \ ,Q EXTEND END " 12"* BEYOND CONCRETE `\ AND TAPE BOTH ENDS I _ #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: SLEEVE PVC SLEEVES UNDER PAVEMENT PVC N.T.S.SLSECTIONS SHALL BE 18" BELOW THE TOP OF PAVEMENT. TBM 1 \� \\ / '`f�.yv • 'fir), \ EXISTING SIDEWALK BENCHMARK INFORMAITON `-�; • ' \ \ TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 \ \\, CHISELED SQUARE IN CURB %,ft3ftuhmulltz Engineering, LLu-+-% 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., UCENSE NO. 109835, ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. TYPE "D" EXPANSION JOINT. -KEEP 6" RISE TO ELEV = T/C ELEVE. + 3" PROPERTY LINE cj 3' VARIES TYPE "D" /-REMOVE CURB LONGITUDINAL JOINT THRU RAMP __T _ `TYPE "G" NEAT EXPANSION A JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. .E- Curve Table - - - - 312 - - - 6. CURVE # 315 3" RISE DRIVEWAY APRON SHALL BE TANGENT - MIN. 6" (28 -DAY CONCRETE C1 STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BAR BARS 0 18" O.C.E.W. ASPHALT 4 X 18" O.C. APRONS W/O CURB & GUTTER # FOR TYING NEW SHALL BE ALLOWED ON OPEN CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. CONCRETE PVMT. ONLY. PROPOSED SANITARY SEWER SERVICE SECTION A -A W A TYPE "G" EXPANSION JOINT 120.00' ST - ST PROPERTY LINE VARIES TYPE "D" /-REMOVE CURB LONGITUDINAL JOINT THRU RAMP __T _ `TYPE "G" NEAT EXPANSION A JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. K=tKVLV 12708" REFLECTIVE FINISH METAL SIGN PARKING 1'_6" a L It 12"x9" REFLECTIVE FINISH METAL SIGN 6" ASE 2x2 GALVANIZED STEEL TUBE COLUMN SEr IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. II 1 I 1 I I I I NOTES: L._. 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. NOT TO SCALE UNE TABLE LINE # LENGTH DIRECTION Lt 23.46' S7' 03' 36.96"E L2 19.47' S86' 07' 00.40"W LEGEND Curve Table - - - - 312 - - - - EXISTING CONTOUR CURVE # 315 PROPOSED CONTOUR DELTA TANGENT PROPERTY BOUNDARY CHORD DIRECTION C1 241.34' - PROPERTY EASEMENTS 01511'37" �- - EXISTING EASEMENTS S7521'08"W C2 BUILDING SETBACK 80.00' S PROPOSED SANITARY SEWER SERVICE 36.54' W PROPOSED WATER SERVICE 16.84' 120.00' ST - ST PROPOSED STORM SEWER UNE 16.83' S29'26'42"E OVERHEAD ELECTRIC LINE AE 1 30.00' 005'07'37" EXISTING SIDEWALK 2.68' I .- IRRIGATION SLEEVES PROPOSED BUILDING e G PROPOSED SIDEWALK FLOW DIRECTION GAS EXISTING GAS LINE --FIRE LANE FIRE LANE PROPOSED KEYWAY STORM SEWER INLET - ACCESSIBLE ROUTE K=tKVLV 12708" REFLECTIVE FINISH METAL SIGN PARKING 1'_6" a L It 12"x9" REFLECTIVE FINISH METAL SIGN 6" ASE 2x2 GALVANIZED STEEL TUBE COLUMN SEr IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. II 1 I 1 I I I I NOTES: L._. 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. NOT TO SCALE UNE TABLE LINE # LENGTH DIRECTION Lt 23.46' S7' 03' 36.96"E L2 19.47' S86' 07' 00.40"W SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX -RETURN CURB TO HA A ROLL FACE DIMINIS'. AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX SAW 7777777777i r EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET SURFACING AS NEEDED FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH ' FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT B 1 SPACED MORE THAN FIFTEEN FEET APART. PAFKM 2. A SIGN TWELVE INCHES (121 WIDE AND EIGHTEEN INCHES ONLY EIGHT SHALL BE MOUNTED IN HN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (12') WIDE AND TOW -AWAY EIGHTEEN INCHES HIGH, WITH Z COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6� HIGH GiATING "TOW -AWAY ZONE-. SUCH SIGN SHALL BE PAINTED AN A WHITE 1. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH - SYMBOLS. BY 18" IN HEIGHT AND BE LETTER AND BORDEN IN RED. MOUNTED IN THE LOCATION 3. THE FIRE LANE LINE SHOWN 0 SHOWN. THE PIAN IS FOR REVIEW 2. SIGN St�ACt BE PAINTED ON PURPOSES ONLY. A SIGN WI WHITE BACKGROUND WITH BE PLACED AT THE ENTRANCE SYMBOLS, LETTERS, AND BORDER OF THE PROPERTY. IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FILL W/CONl3E AND ROUND OFF TOP WITH GROUT PLUG 8" SON 40 STEEL PIPE ALL GRIND 4,C AREAS ANBD EDEDGES HUGH 70 SOF LOE FINISH GRADE CONCRETE 42" I°;: ENCASEMENT 77 s" .'e•M NOTE: 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE MIN DIA COVERS 18" TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP PROJECT LOCATION SITE PLAN SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERI IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAG REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. S. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0325E, MAP NO. 4804100325E, EFFECTIVE DATE: MAY 16, 2012. B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12• ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 13. A PORTION OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2400 SF IS 1,500 GALLONS PER MINUTE ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 17. THE DUMPSTER ENCLOSURE SHALL BE A 6` TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEME� THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE- 18. NCLOSURE18. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOON LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WI BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A BUILDING PLOT. 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMR NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFII DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE 0 1.047. MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKING ANALYSIS REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 38 SPACES PARKING 2 SPACES HANDICAP PARKING 40 SPACES PROVIDED TOTAL TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 12393, PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, I.I.C. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 1 =201 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Cl Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 241.34' 910.11' 01511'37" 121.38' 240.64' S7521'08"W C2 36.86' 80.00' 026'24'10" 18.77' 36.54' S20'15'44"E C3 16.84' 120.00' 008'02'24" 8.43' 16.83' S29'26'42"E C4 1 2.68' 1 30.00' 005'07'37" 1.34' 2.68' I S27'59'19"E SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX -RETURN CURB TO HA A ROLL FACE DIMINIS'. AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX SAW 7777777777i r EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET SURFACING AS NEEDED FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH ' FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT B 1 SPACED MORE THAN FIFTEEN FEET APART. PAFKM 2. A SIGN TWELVE INCHES (121 WIDE AND EIGHTEEN INCHES ONLY EIGHT SHALL BE MOUNTED IN HN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (12') WIDE AND TOW -AWAY EIGHTEEN INCHES HIGH, WITH Z COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6� HIGH GiATING "TOW -AWAY ZONE-. SUCH SIGN SHALL BE PAINTED AN A WHITE 1. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH - SYMBOLS. BY 18" IN HEIGHT AND BE LETTER AND BORDEN IN RED. MOUNTED IN THE LOCATION 3. THE FIRE LANE LINE SHOWN 0 SHOWN. THE PIAN IS FOR REVIEW 2. SIGN St�ACt BE PAINTED ON PURPOSES ONLY. A SIGN WI WHITE BACKGROUND WITH BE PLACED AT THE ENTRANCE SYMBOLS, LETTERS, AND BORDER OF THE PROPERTY. IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FILL W/CONl3E AND ROUND OFF TOP WITH GROUT PLUG 8" SON 40 STEEL PIPE ALL GRIND 4,C AREAS ANBD EDEDGES HUGH 70 SOF LOE FINISH GRADE CONCRETE 42" I°;: ENCASEMENT 77 s" .'e•M NOTE: 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE MIN DIA COVERS 18" TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP PROJECT LOCATION SITE PLAN SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERI IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAG REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. S. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0325E, MAP NO. 4804100325E, EFFECTIVE DATE: MAY 16, 2012. B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12• ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 13. A PORTION OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2400 SF IS 1,500 GALLONS PER MINUTE ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 17. THE DUMPSTER ENCLOSURE SHALL BE A 6` TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEME� THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE- 18. NCLOSURE18. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOON LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WI BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A BUILDING PLOT. 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMR NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFII DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE 0 1.047. MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKING ANALYSIS REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 38 SPACES PARKING 2 SPACES HANDICAP PARKING 40 SPACES PROVIDED TOTAL TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 12393, PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, I.I.C. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 1 =201 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Cl t f GAT`-' 10' PUE �---------.-----_....- ^294--------11752/292 ---------- (-- \ - - - - 294.91) TC 294 �`' •'.;':' 15' WELLBORN SUD--' WATER LINE EASEMENT 3645/278 DRIVEWAY Sp �\ m WELLBORN SLID '''`• 16" WATER LINE ■ 20' SEMINOLE PIPELINE EASEMENT ^.,\ INSET A I',, ' EXISTING-' SIDEWALK 7'PUE & PUBLIC ACCESS EASEMENT =.\, 11752/292,.,..., tichnuoltz Engioneerin 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 I 5 S 9 7 1 VEERANI LLC EXISTING SIDEWALK THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 20 10 0 20 SCALE IN FEET tGAS EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE ,g 11752/295 �s TY •�. GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED IV -12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 15' PRIVATE ST ST - UTILITY EASEMENT 123/ 93 65 INSET A _ l,. lay 10 5 0 10 = W-16 SCALE IN FEET EXISTING 25' - ■ ■ ® ■ ■ ■ ® ■ ■ ■ ■ S ■ ® ■ ■ ■ ■ ■ ■ ■ ■ ACCESS EASEMENT -12393/65 - / - -- - - -- _.. - -- __ _- -_ -- -_ - __ - .-_ __ -- .-_ _- �- -_ - -- -- -� -� I r2914--•- •�' I STIN - YWAY __._ --293- Gj N TC 295.00 TP "' L �- � _._. -- �"" _ _-•- 294.85 TP 284.95TP � --294.90 TP --- --- ----- - - _ 294.15 TP -292 J.65 TC n -ST----.:--- - - ST - ST ST ST - S ST ! ST ST ST ST ��T'2g1 MENT '-- - - - - - - - - ------------ _ \\ \ pgs 295.32TC „ / 295.40 TO '77=77x - - x - x x I 295.25 TP x �� l 295.42 TP ` L -` 295.33 TP .� / 295.42 TPI 296.20 TC _ 295.70 TC / ' 295.75 TC I 95.84 TC -- / ` _ 295.64 TC 16 ` e1u - - W-16 W-16 - $=W-16 .W-16 ' W-16 _1Y�16 W-1 FL - W-1 E295.5o TC a 5.75 TC v . D ' p 295.75 TC • pv v v • 296.20 TC - D 7 D / •i ---298.,V TW D ' \ \ 296.30 TW D v 295.74 TW / co Ed ' 295.65 TW 295.93 TW 296.59 TW \ 285.80 TW . ' 296.25 TP/ 295.43 TW So TW /l -- '` 296.50 TW ' D - - 296.59 TW X295.35 TW 29.296.28 TW ' - -- _ / 296.22 TW - v q 296.59 TW -- _ r /b D v 297.16 TW r 297.38 TP 17 �j�// 297.28 TP 296.60 TW D b //297.20 TP . . I> 296.35 TP D 29 v / { A / / D 297.38 TP 297.38 TW v 297.28 TW 7 v D / r D 2TP \ 297.28 TW 97.38 'y 296.60 TC 14 SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX ! 297.35 1 \. I GRADING PLAN p V 297./ TI 297.38 TW 297.28 TW �j 297.38 TW D 297.36 TW LEGEND - - - - 312 - - - - EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY - PROPERTY EASEMENTS - EXISTING EASEMENTS D BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER UNE AE OVERHEAD ELECTRIC LINE ' EXISTING SIDEWALK / IRRIGATION SLEEVES PROPOSED BUILDING TW PROPOSED SIDEWALK 297.26 TW t 297.35 TC FLOW DIRECTION GAS EXISTING GAS UNE � IRE LANE -.e FIRE LANE PROPOSED KEYWAY Fill STORM SEWER INLET - - - - - - - - ACCESSIBLE ROUTE 15' PRIVATE ST ST - UTILITY EASEMENT 123/ 93 65 INSET A _ l,. lay 10 5 0 10 = W-16 SCALE IN FEET EXISTING 25' - ■ ■ ® ■ ■ ■ ® ■ ■ ■ ■ S ■ ® ■ ■ ■ ■ ■ ■ ■ ■ ACCESS EASEMENT -12393/65 - / - -- - - -- _.. - -- __ _- -_ -- -_ - __ - .-_ __ -- .-_ _- �- -_ - -- -- -� -� I r2914--•- •�' I STIN - YWAY __._ --293- Gj N TC 295.00 TP "' L �- � _._. -- �"" _ _-•- 294.85 TP 284.95TP � --294.90 TP --- --- ----- - - _ 294.15 TP -292 J.65 TC n -ST----.:--- - - ST - ST ST ST - S ST ! ST ST ST ST ��T'2g1 MENT '-- - - - - - - - - ------------ _ \\ \ pgs 295.32TC „ / 295.40 TO '77=77x - - x - x x I 295.25 TP x �� l 295.42 TP ` L -` 295.33 TP .� / 295.42 TPI 296.20 TC _ 295.70 TC / ' 295.75 TC I 95.84 TC -- / ` _ 295.64 TC 16 ` e1u - - W-16 W-16 - $=W-16 .W-16 ' W-16 _1Y�16 W-1 FL - W-1 E295.5o TC a 5.75 TC v . D ' p 295.75 TC • pv v v • 296.20 TC - D 7 D / •i ---298.,V TW D ' \ \ 296.30 TW D v 295.74 TW / co Ed ' 295.65 TW 295.93 TW 296.59 TW \ 285.80 TW . ' 296.25 TP/ 295.43 TW So TW /l -- '` 296.50 TW ' D - - 296.59 TW X295.35 TW 29.296.28 TW ' - -- _ / 296.22 TW - v q 296.59 TW -- _ r /b D v 297.16 TW r 297.38 TP 17 �j�// 297.28 TP 296.60 TW D b //297.20 TP . . I> 296.35 TP D 29 v / { A / / D 297.38 TP 297.38 TW v 297.28 TW 7 v D / r D 2TP \ 297.28 TW 97.38 'y 296.60 TC 14 SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX ! 297.35 1 \. I GRADING PLAN p V 297./ TI 297.38 TW 297.28 TW �j 297.38 TW D 297.36 TW SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Ce L 297.38 TW v / 297.38 TW D / 297.28 TW 297.2i TW 297.35 TW / D D / / 296.74 TC 297.28 TW TC 297.26 TW t 297.35 TC 296.85 TP SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Ce L ` Gam—' �• � T a �-- AC 12 m EXISTING DRIVEWAY ' REMOVE EXISTING CONCRETE SET AND CONNECT TO EXISTING ' STORM SEWER PIPE / 10' PUE —294— — -11752/292 SILT FENCE-\ ■ — ST — S1 -W-16 W-16 W-16 20' SEMINOLE PIPELINE EASEMENT \\tel ,\•� "�_ •`' EXISTING SIDEWALK 7'PUE& PUBLIC ACCESS EASEMENT ., 11752/292 = , 10 5 0 10 SCALE IN FEET S VEERANI LLC ^^^ btchultz Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO, 12327 _ IRRIGATION SLEEVES SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 STRUCTION EXIT SIDEWALK 20 10 0 20 SCALE IN FEET EXISTING PRIVATE \qF 6" SEWER LINE EXISTING IRRIGATION SLEEVES s 10' PUE S 11752/295 __` i" """`�"""� EXISTING 15' PROPERTY 302 //f DRAINAGE EASEMENT HDPE PIPE / \'�\_ LF O 1.00% 15' PRIVATE C ST ST ST STL:: T — ST —UTILITY EASEMENT / 12393/65 JB 303 — — 3'x3' JUNCTION BOX RIM=294.65 1 15" HDPE PIPE FL IN=289.92 , 12" HDPE PIPE FL IN -290.77 W-16 24" HDPE PIPE FL OUT=289.67 EXISTING 25' ACCESS EASEMENT 12393/65 / 24" PRIVATE STORM SEWER / PIPE A 40' PUBLIC ACCESS EASEMENT 11752/292 / / / / LOT 1R BLOCK 1 / 1.643 ACRES 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 BENCHMARK INFORMAITON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. VICINITY MAP T4ti4Gp1 e NOT TO SCALE PROJECT a IL o r LOCATION 0 ARRINGT ..__ ON III ROA W 40 �4 V �I LEGEND - -312- EXISTING CONTOUR 70� 315 PROPOSED CONTOUR PROPERTY BOUNDARY PROPERTY EASEMENTS A EXISTING EASEMENTS - BUILDING SETBACK FLOW _aL _MAIN S PROPOSED SANITARY SEWER SEF A LINE W PROPOSED WATER SERVICE ST — ST PROPOSED STORM S�f11ER UNE AE OVERHEAD ELECTRIC LINE STD. CAST IRON EXISTING SIDEWALK MANHOLE COVER AND FRAME 30" O.D. + 6" MIN. 3' SQUARE 28—DAY CONCRETE STRENGTH 3000 psi BLAU O.D. + 6" MIN. #4 BARS 12" O.C.E.W. 6' TOP & SIDE WALLS BOTTOM SLA B 51 T F _ IRRIGATION SLEEVES 0000 o PROPOSED BUILDING FASTENED TO T=POST PROPOSED SIDEWALK #4 BARS 12" O.C.E. W. FLOW DIRECTION SIDE WALLS _ GAS EXISTING GAS LINE FASTENED SECURELY �-----FIRE LANG-- FIRE LANE PIPE O.D. ° 0 0 8°o °a0 00 0° PROPOSED KEYWAY SH STORM SEWER INLET 8" OF FILTER FABRIC TO ------------------ ACCESSIBLE ROUTE AS REQ'D. TO MAINTAIN. W-16 EXISTING WATER UNE THE TRENCH BOTTOM SHALL BE ST ST EXISTING STORM SEWER LINE e 3" MIN. EACH SIDE -_-� +- -.-) I-.- L ENCE 6' SIDE WALLS S-6 IX1511NG SEWER LINE BARS 6" O.C.E.W. TOP & BOTTOM SLAB SECTION A -A INLET PROTECTION JUNCTION BOX DETAIL N.T.S. AL_ AN VIEW ;ATE TYPE �L A 6" SIDE WALLS #4 BARS 6" O.C.E.W. TOP & BOTTOM SLAB SECTION A—A SINGLE GRATE INLET SHIPLEY DO -NUTS AT CAPROCK CRO S SING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX N.T.S. SQUARE 28—DAY CONCRETE 0000 o STRENGTH= 3000 psi FASTENED TO T=POST PLAN — #4 BARS 12" O.C.E. W. D. t 6" MIN. SIDE WALLS _ 6" TOP & FASTENED SECURELY r BOTTOM SLAB 6" SIDE WALLS #4 BARS 6" O.C.E.W. TOP & BOTTOM SLAB SECTION A—A SINGLE GRATE INLET SHIPLEY DO -NUTS AT CAPROCK CRO S SING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX N.T.S. I; 4 4"X4" MIN. TRENCH 4" {c� 20" SILT FENCE ASSEMBLY N.T.S GRAVEL BA NOTE: CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXI (STING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: ATMOS ENERGY: (979) 7 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. J 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL. BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANE VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTAB SHED 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO E PROJECT SITE. DRAINAGE NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. HDPE PIPE SHALL MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES, THE PIPE MATERIAL AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE:( ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF COLLEGE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE. NON- STRUCTURAL PAVEMENT STRUCTURAL I BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED I PLAN ACCORDING TO GEO-TECHNICAL REPORT 000°0° 2"X4" WIRE MESH 0000 o PUGMILL ONLY. SPADE BY FASTENED TO T=POST LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE.' IAT DRESS WITH ADDITIONAL SEDIMENT CONTROL FABRIC °00' e0o OPTIMUM MOISTURE. FASTENED SECURELY TO PIPE O.D. ° 0 0 8°o °a0 00 0° T—POST & WIRE SH METAL T—POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE SPACED 6' APART WITH COMPACTED PCK FILL SILT FENCE AND/OR N O ALLOW 2.5' TO 5' A TOE OF HAY BALES E SLOPE FOR SEDIM ACCUMULATE. ALIG' NT TO FENCE USED IN AREAS ALONG SLOPE CONTOURS. DRAINAGE FLOW. NATURAL GROUND DIRECTION 0 FLOW I; 4 4"X4" MIN. TRENCH 4" {c� 20" SILT FENCE ASSEMBLY N.T.S GRAVEL BA NOTE: CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXI (STING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: ATMOS ENERGY: (979) 7 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. J 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL. BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANE VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTAB SHED 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO E PROJECT SITE. DRAINAGE NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. HDPE PIPE SHALL MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES, THE PIPE MATERIAL AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE:( ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF COLLEGE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE. NON- STRUCTURAL PAVEMENT STRUCTURAL I BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED I PLAN ACCORDING TO GEO-TECHNICAL REPORT 000°0° COMPACTED CEMENT STABI- LIZED SAND, IXSACK/CY, 0000 o PUGMILL ONLY. SPADE BY 0 0 0 0 0 0 12' MIN o0a0o 00000 oo 00000° LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE.' IAT DRESS WITH ADDITIONAL MANUALLY CONSOLIDATE °00' e0o OPTIMUM MOISTURE. 0° 00 PIPE O.D. ° 0 0 8°o °a0 00 0° COMPACTED CEMENT ABI - (6" MIN) PIPE LIZED SAND. 1X SACK/CY, PUGMILL ONLY. SPADE BY ADJACENT PUBLIC STREETS. LIFTS INTO PLACE, Td FILL O.D. ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM 12" MIN, OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. (A MIN. DEPTH STONE 1pp _VARIES? (ASTM D448, 3" TO _/_ 5" DIAMETER) OVER 50> Tp GEOTEXTILE FABRIC UT WITH SAME SQUARE FOOTAGE. A =✓' --� EXISTING STREET —-- N 0 TE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE j FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTION A—A SUBGRADE WI'SHALL L DTH OF SITE ONSTRUCTION EXIT SILT CONTR GRAVEL B TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM (DRAIN INLET PROTECTION 1, N.T.S. DRAINAGE, EROSIO SEDIMENT CONTRA PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET 1100 J -- VHJ 10' PUE 11752/292 5" PAVEM 6" PAVEMENT -,II'; �20' SEMINOLE PIPFIIMP PA(ZPkAFA1T PST i s{ - ! . ST ST 15 ai— PARKING ISLAND 2 ±643 SF -16 \`ti 15 PROPOSED r\ WELLBORN SUD P�' i'\.f'r` W-16 W-16 ,, '`'. PROPOSED a D... '•'••:•WATER LINE EASEMENT KEY WAY �.; 3645/278 JOINT ; ff/ ' 'f /'/�`f KEY WAY JOINT Dv DUMPSTER PAD— ��\::`• \WITH 6' TALL �;t ;•:...'' �6 SCREEN FENCE ,; rill PROPOSED �•.• .,:. • :,.. ,�%, ,�,�'.-�" � ; ; ; l ENCLOSURE rir�k ,', `!-'' �/ ,' KEY WAY JOINT EXISTING �, , •'• .`.::,: 6„ BOLLARD WELLBORN SUD -w 16” WATER LINE Ak- 6 PAVEMENT �1.�6 �\� •'• '\ �''.� f 'tom f jr;f %r'%' ` •; EXISTING \ DRIVEWAY ; \ ;:•:•,.:.. �. EXISTING OT SIDEWALK 7' PUE & 41 PUBLIC ACCESS EASEMENT \ D \ �::; r' 11752/292 5' PROPOSED ,y \. ,�' �, •� :.' SIDEWALK 4 NOTE: �: yS�••_:::� . TYPE G EXPANSION JOINTS IN CURB & GUTTER �qqZI�� r' SHALL BE SPACED AT A MAXIMUM DISTANCE OF ` "` 'VT ,S� .;,. \ 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND \ '\ \•'•� P,C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24- 7' 3/4"R 1 /4„R 10.5”BRAZOS TEXAS LAND DEVELOPMENT 3/4" R a1., ' 10 LLC :..ST•. Q1-1/2" a 19.466 ACRES 8813/126 Z. BARS CONTINUOUS ZONED R AND 3" CLEAR TYP. NOT PLATTED FILL 24" LAY DOWN .. D ROUNNDD OFF TOP WITH GROUP PLUG � \� GUTTER SECTION \. 6' SCH 40 STEEL PIPE GRIND SMOOTH ALL ROUGH NOTEAREAS AND EDGES: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE ' 1/4* TOP OF StAPE FINISH GRADE 24' '\ CONCRErE 42w ENCASEMENT ;.' <,,,• s~ ,' 3- 2- 2 - NOTE: • — 3' "'— 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE #4 BARS MqJ DIA COVERS 0 = 3/4" X 18' SMOOTH 18* EXPANSION DOWELS TYPICAL CURB DETAIL TYPICAL BOLLARD DETAIL NTS. N.T.S. • � � .III , %.)chultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 VFFRANI I I(' 20 10 0 20 SCALE IN FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE S 11752/295 15 PRIVATE ST —UTILITY EASEMENT 12393/65 EXISTING 5' - ACCESS EASEMENT 12393/65 BA' PUBLIC CK TOrSnNG 1ACCESS EASEMENT ORI V ACK / 11752/292 / LOT 1R SAWCUT & BLOCK 1� REMOVE ±61' OF 1, 3 ACRES c� cl CONCRETE CURB / 22 �v -zt 3Q / W W � - 0 I SIDEWALK THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835, ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 LEGEND — -312- EXISTING CONTOUR 315 PROPOSED CONTOUR ISLAND PROPERTY BOUNDARY -- -- — PROPERTY EASEMENTS — EXISTING EASEMENTS — BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER LINE AE OVERHEAD ELECTRIC LINE EXISTING SIDEWALK _ IRRIGATION SLEEVES PROPOSED BUILDING _41. a.' PROPOSED SIDEWALK 4a GAS EXISTING GAS UNE LANE- FIRE LANE PROPOSED KEYWAY --------a--------- ACCESSIBLE ROUTE W-16 EXISTING WATER LINE ST — ST EXISTING STORM SEWER LINE S-6 EXISTING SEWER LINE ,_–iXx'x'` ; n 5" PROPOSED PAVEMENT 6" PROPOSED PAVEMENT EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF EXISTING GUTTER EXISTING PVMT.-\ EXISTING BASE * MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. SIDEWALK---------., NEAT SAW CUT MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" ` X 2" NN EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS Iml SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX TYPE "D" EXPANSION JOINT. PROPERTY UNEE / _ KEEP 6` RISE ELEV = T C ELEVE. + 3" 3' TYPE "G" EXPANSION JOINT PROPERTY LINE VARIES RETURN CURB TO HAVE A ROLL FACE DIMINISHING TYPE "D" AT RADIUS POINT. LONGITUDINAL REMOVE CURB JOINT - = AMBULATORY RAMP THRU RAMP SLOPE = 1:12 MAX -TYPE "G" EXPANSION A NEAT JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. TNEAT SAW CUT 7-11-11771-11 'r - EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET SURFACING AS NEEDED LANDSCAPE ISLAND_ ANALYSIS: TOTAL PARKING: 41 SPACES PERIPHERAL PARKING: 29 SPACES INTERIOR PARKING: 12 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 12 SPACES X 12 = 144 SF INTERIOR ISLANDS WITH JOINT MATERIAL TRANSVERSE REINFORCEMENT. #4 BARS AT 1B" C. TO C. TOTAL END ISLAND ADDITIONAL ISLAND # ISLAND DRIVEWAY ARON SHALL BE t3' REQUIRED S.F. ISLAND AREA 6" (28 -DAY CONCRETE X 18", 18" O.C. STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BAR BARS ® 18" O.C.E.W. ASPHALT 4 X 18" O.C. APRONS W/O CURB & GUTTER # FOR TYING NEW SHALL BE ALLOWED ON OPEN CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. CONCRETE PVMT. ONLY. SECTION A—A A TYPE "G" EXPANSION JOINT PROPERTY LINE VARIES RETURN CURB TO HAVE A ROLL FACE DIMINISHING TYPE "D" AT RADIUS POINT. LONGITUDINAL REMOVE CURB JOINT - = AMBULATORY RAMP THRU RAMP SLOPE = 1:12 MAX -TYPE "G" EXPANSION A NEAT JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. TNEAT SAW CUT 7-11-11771-11 'r - EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET SURFACING AS NEEDED LANDSCAPE ISLAND_ ANALYSIS: TOTAL PARKING: 41 SPACES PERIPHERAL PARKING: 29 SPACES INTERIOR PARKING: 12 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 12 SPACES X 12 = 144 SF INTERIOR ISLANDS WITH JOINT MATERIAL TRANSVERSE REINFORCEMENT. #4 BARS AT 1B" C. TO C. TOTAL END ISLAND ADDITIONAL ISLAND # ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA O4 X 18", 18" O.C. PROVIDED S.F. 1 308 180 128 2 643 180 463 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 591 SF (144 SF REQUIRED) SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK d 12"* 3" SCH 40 PVC PIPE 12" BELOW TOP OF *NOTE: GRADE TYP. PVC SLEEVES UNDER PAVEMENT PVC SLEEVE SECTIONS SHALL BE 18" BELOW N.T.S. THE TOP OF PAEMENT. 1'. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT–OF–WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREETIIY RIGHT–OF–WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2 THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF–ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE *PROOF–ROLUNG" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED IV. -12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. THE DETENIION FACILITIES MUST BE CONSTRUCTED FIRST. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 110. THE SELECT FILL PAD FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 1'i1. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 1'2. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. PAVEMENT CONSTRUCTION NO 1' ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28–DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3II IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6' AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 982 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "UME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 51I JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL 6:I CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7� ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 10 PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) STEEL REINFORCING BARS * CONCRETE PAVEMENT e e. '--6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 8" PAVEMENT - #5 REBAR ® 12" O.C.E.W. * 6" PAVEMENT - #4 REBAR CSD 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.T.S, R SEAL WITH JOINT MATERIAL TRANSVERSE REINFORCEMENT. #4 BARS AT 1B" C. TO C. MIN. 8" METAL KEY WAY PLATE DEFORMED TIE BARS O4 X 18", 18" O.C. TYPE "p" LONGITUDINAL LONGITUDINAL JOINTS SHALL BE REOUIRM JOINT ONLY ON THE f C. TO C. TYPE "D' JOINT X I CENTERLINE REINFORCEMENT. 120' MAX120' MA120' MAX E OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED BARS AT iB C, TO C. T THE WEBARS AT EVERY INTERSECTION SHALL BE TIED 1001 TANGENT SEc'n0NS TYPICAL 0 REINFORCEMENT E 0 Y ICAL J INT & RE NFOR EMT LAY N UT SEAL W/PANSION JOINT MATERIAL suooTH DOWEL BAR FOR CONCRETE TE PAVEMENT 3/4"O X 16", 78" O.C. 1/4 R '��,.,.... 3/4" (COATED W/HEAVY GREASE) _}. 3/4" 6" MIN. 1-5/B" RECYCLED MATERIAL, 3/4' 31 LONG METAL OR PLASTIC CAP, THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1/1V GREATER 3/4" BY J.D. RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP 3•• APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2' OF DOWEL AND HAVE STOP SO END OF GAP IS ,• FROM THE END OF BAR. METAL KEY WAY PLATE TYPE "r." 'XPANSION & CONSTRUCTION JOINTX E EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POIMTS, P.C.'S P.T.S. & OPPOSITE P.L'S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "8' JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "D' JOINT $1� LONGITUDINAL JT. @ BO" - TO CHORD OF RADIUS. (TYP.) - SAWED OR FORMED, SEAL WITH JOINT', MATERIAL SEALING NOT REO'D IN CURE Y-1/8" TO 3/16" =3/4' 6;i MIN. 84 BARS, 18" IO.C.E.W. TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TC CENTER PAVEMENT PLAN TYPE "G" 101 IT AT ALL tt�� RADIUS PDIN. AND j MAX- DISTANCE OF 300' ON TANGENTS BACK OF CURB TYPE "D" JOINT TYPE 'B• JOINT TWE 'G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK ('TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET C4 ------ _______ - AE --------AE ------------ 10' PUE 11752/292 SEMINOLE ELINE EASEMENT !2/807 VEERANI LLC CASTLEGATE BUSINESS CENTER BLOCK 1, LOT, 1 3.61 ACRES _ 10865/036 -` ZONED GC EXISTING GAS LINES GA&- AE AE 6" SEWER LIN 6" 45' BEN & CLEANOU FL = 288.4 6" SEWER SERVICE 10.0 LF 0 0.80% 6" 22.5' BEND & CLEANOUT F) = I. Rid I 1 rL = Z00./L 6" SEWER FL LOT 2R 12" STORM FL = 290.94 288.73- 1' CURB CUT BLOCK 1 0.814 ACRES2.5' DEFLECTION FL = 288.86 6" SEWER FL = 288.91 ST - ST ST ST ST ST S T ST ST ST 15" STORM FL = ST 5 ss i j LAYDOWN CURB \ fm 6" SEWER FL = 289.07 \ W-16 W-16 W-16 W-16 16" WATER FL = ±290.05 _ 7740 W� .:•� ;\ Dom- .� .• • • ° -� DUMPSTER PAD =- -6' PROPOSED- 6" SEWER SERVICE -- WITH 6 TALL SIDEWALK "'T 58,9 LF CSD 0.80% SCREEN FENCE 15' WELLBORN SUD D ° ENCLOSURE WATER LINE EASEMENT, \\ 3645 278 EXISTING / ° ; oD ' : o '• . 0 \ `:: ' •;; WELLBORN SUD \ 16" WATER LINE \ ' - 4/ 6" CLEANOUT / \ ' FL = 289.33 SHIPLEY DO -NUTS ' /! 6" SEWER i + 20.0 LF 6" SEWER SERVICE 20.0 LF ® 0.80% ST ST NE -I 20 10 0 20 SCALE IN FEET \q EXISTING PRIVATE F 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE 11752/295 'S 15' PRIVATE S UTILITY EASEMENT 12393/65 3ERVICE 1 / EXISTING 25' 0.80% ACCESS EASEMENT EXISTING 24" �. 12393/65 PRIVATE STORM p SEWER PIPE /ST - ST/ ST - ST ST - W-16 - - EXISTING 15' PROPERTY / DRAINAGE EASEMENT �\,, ':`.:_,.•.: \ PROPOSED BUILDING 40' PUBLIC / ACCESS EASEMENT 1 STORY 2,400 SF \ FF = 297.40 `�� `•r: ;''; � `/ p 19' MAX HEIGHT EXISTING \\\\•: °:' 4• •jam \ / DRIVEWAY ��'• -. -�; ±41 LF OF '•i 1.5" WATER SERVICE EXISTING ` \ '�;�;T• SIDEWALK 7' PUE & \ /1 PUBLIC ACCESS / \� EASEMENT \ \> 11752/292 / \ INSET A ``•.; : ` \� ,. O�G,'p� �;; 3/4" IRRIGATION \ \ METER \ \\ \ \\ EXISTING FIRE -.•1" •DOMESTIC •. •� \ \ METER .:.. � 5' PROPOSED HYDRANT ?. :� :•` \ ,. \��'�;.� �_,. �� p�`�j \� _r'�f_;•�=•� SIDEWALK � . ouhultz Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 11752/292 LOT 1R w J BLOCK 1 �; o x1.643 ACRES � U " �o 25' PRIVATE CROSS ACCESS EASEMENT \ f11752/295 EXISTING, SIDEWALK I \ THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835. ON DECEMBER 12, 2014. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX UTILITY NOTES: I. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER BTU PLANS & SPECIFICATIONS. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WIT 5' OF PAVEMENT. 3. PRIVATE WATER UNE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE II ACCORDANCE WITH THE PLUMBING CODE CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE, 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMB] CODE 5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR UNE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. S. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. 8. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL F BEGUN BY ANY MECHANICAL EQUIPMENT, 9. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH - 2000 PSI. 10. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AI OF CONCRETE ON UNDISTURBED SOI, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED DAY STRENGTH. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 13. REFER TO FIGURES W1 & W2 STANDARD WATER DETAILS FOR INSTALLATION OF ALL PUBLIC WATER UNE, FIRE HYDRANTS, WATER SERVICE TAPS, METERS, ETC. SANITARY SEWER NOTES: I. PUBLIC SEWER LINE PIPE MATERIAL GREEN PVC, SDR -26, (ASTM D-3034 WITH GASKET OR WHITE PVC ASTM D-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLIN CROSSING. 2. PRIVATE SEWER SERVICE UNE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH ' PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. 3. PUBLIC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE 4. ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE. 5. PRIVATE SEWER SERVICE UNE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBIP CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. NOTE: CLEANOUTS SHALL BE INSTALLED AT CHANGES IN DIRECTION AND AT INTERVALS NO GREATER THAN 100' AS REQUIRED BY THE PLUMBING CODE OR CITY OF COLLEGE STAMI REQUIREMENTS. NON ( STRUCTURAL PAVEMENT STRUCTURALI BACKFILL PEER STRUCTURE CLEAN. ExcAVATED MATERIAL BACKFILLLL LL BACKFILLED AND COMPACTED \ I PLAN ACCORDING TO GED -TECHNICAL REPORT - COMPACTED CEMENT STABI- LIZED SAND, IYA SACK/CY. PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. 1Y MIN MANUALLY CONSOLIDATE AT .. ,y OPIIMUM MOISTURE TO BOTTOM • ' OF PAVEMENT STRUCTURE OR WITHIN 1Y OF FINISHED GRADE PIPE O.D. BANK SAND, SPADE (8" MIN) Y• =� BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. �- ^ THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM 1Y MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. i 1.5 SERVICE \ EXISTING FIRE ' 1" DOMESTIC HYDRANT ASSEMBLY 3/4" IRRIGATION METER 1 METER EXISTING 8" GATE VALVE I' 1.5" SERVICE 2"x1.5" TEE (COPPER) 2" SERVICE w s W W-8 -8 w -s ' 2" BLOW OFF ' " " REMOVE EXISTING 2" BLOWOFF 1 8x2 TAPPING PROPOSED AND CONNECT TO EXISTING 8" SADDLE AND VALVE 8" WATERLINE GATE VALVE INSET A UTILITY PLAN 5 2.5 0 5 SCALE IN FEET SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET CS SC;-hufltz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR . DLD DLD JPS 14-360 DECEMBER 2014 20 10 0 20 SCALE IN FEET �S—.. — ST ST/ ST — ST ST — 16-- /--W-16 W-16 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION 0 SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX GENERAL NOTE: (I, 1. 100% COVERAGE OF GROLINDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (N0T LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE LARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER WHEN THE REMAINDER OF THE LOTS DEVELOPED. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTI�IED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYKE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK 2.1" -3.4" CAL 3.5" > CAL (Quercus virginiana) 750 2 300 600 CANOPY CANOPY CREPE MYRTLE CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 8 320 1.25" CAL (Lagerstoemia Indica) P 5 40 200 TOTAL STREETSCAPE: NON -CANOPY 1070 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE WAXLEAF LIGUSTRUM 0 5 GAL. (ligustrum japonicum) 83 10 830 SHRUB TOTAL: 1630 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) 5 750 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 8 320 NON -CANOPY TOTAL STREETSCAPE: 1070 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 35,469 SQ ARE FEET OF SITE AREA 35,46 SF / 1,000 = 36 36 x 30 = 1,080 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 261'/50 x 3 0 POINTS = 1,566 POINTS TOTAL POINTS REQUIRED: 1 080 + 1,566 = 2,646 POINTS TOTAL POINTS PROPOSED: 2,700 POINTS (1,350 POINTS FROM CANOPY TREES = 50%) GREENS PRAIRIE STREETSCAPE: CANOPY TREES (1 PER 32'): 261 / 32' = 9 CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE LANDSCAPE PL SCALE VERTICAL N/A HORIZONTAL 1 11=201 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET L I CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2%1704% 2% MAX., 1% MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. Line* � ffi �'nO� 3j alk m PER TAS x_ STANDARDS SIDEWALK SLOPE REQUIREMENTS r. -Z4"x4"x3116" STRUCTURAL STEEL TUBING ' O.C. MAXIMUM- 0 1 A 8' O.C. MAXIMUM 12" O.C. 6" U.C. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BIOS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 112"0(�X 18",12" O.C. AASE) WITH HEAVY 3/4„ GREASE), I T RECYCLED MATERIAL, 112�Z3- THICK AS MANUFACTURE BY J.D. RUSSELL 00. OR ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION SWl-00 & CONSTRUCTION JOINT `I-4"x2"x3/16" STRUCTURAL STEEL TUBING 4"x4"x3/16" STRUCTURAL 1"x1"x3116" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 6I • e 4., TYPICAL PEDESTRIAN " 1/2" DIA. BOLT GUARDRAIL CONNEMONDETAM SWI -01 GENERAL NOTES: ALL AREAS WHERE EXIST SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. SAWED OR FORMED, 1/8" TO 3116" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 318" R T SIDEWALK CONTRACTION _TOINT SWEEP SAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDEWALK 3-112" 4.. 6., 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK 3'-0" MIN. 5.4. VARIES -I e--2% MAX. SEE NOTE 4 #3 BARS @ 12" O.C.E.7.,_.28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI sG(4" THICK MIN.) FINISH NOTE ALONG LOCAL STREETS p- .-3'-0" , T3'-0" MIN 6•-0" VARIES-� .e-- 2%MAX • i SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR, `STRENGTHN= #4 BARS @ 18" O.C.E.W. IA...r,,,,,,,, ,,,,• ALONG MINOR COLLECTORS AND LARGER I ACCEPTABLE TRAFFIC RATED 8'-0" VARIES-; PAVER MATERIAL 2% MAX. , SEE NOTE 4 ' SEE NOTE 3 -1 28 -DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PS #4 BARS @ 18" O.C.E.W. 4" THICK MIN. EE FINISH NOTE ALONG MINOR COLLECTORS SWI -02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, DETECTABLE WARNINGS CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND DETECTAB4t z WARNING SURFACE STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN FOR PEDESTRIANS TO CROSS THE INTERSECTION AS 4' THE PLANS. mwv oar THE PLANS. ACCESSIBILITY STANDARDS (TAS). THE SURFACE M VARIES CROSSWALKS MARKED; HOWEVER, TYPICALLY "VARIES G•I-G E- : 4" MAX. VARIES NEENAH GRATE BOLTED 3116" NOMINAL IN PLACE OR APPROVED DARK RED DETECTABLE WARNING SURFACE AOJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEI • o z �;n:;ct;.ts; a:�; : AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. ANNULAR SPACE EQUAL 9' y GREEN SPACE .. L9�pi •�"$ 'AIG . • .'°• a .•°' S SLIP ° . '�' ,' SIDEWALK '• '. • • .3":$ . L4 Oi 8' /FGir ° ° DETECTABLE J'/In , /)A '•' '' > -:;..-. 6. ° SIDEWALK-. IS THE LONGITUDINAL (OR "LADDER" •' ' 6 WARNING SURFACE 6" r ::rr• r. No. 4 BARS 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF UI> W wm PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET h:;• , .. °• .. AMP .a 12A . DETECTABLE r \ AMP , \ L � - •;' (DOMES TO RUN PARALLEL TO MANVANNAMMM 6" VARIES (TYP) .{ WARNING PROPERTY LINE _ ash PROPERTY LINE °'S WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL ip THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS 'Qy 6 AND USUAL FROM THE CITY ENGINEER AND 2 94�Ci o z D� SIDE FLARE `�d= OCG n `• •' Cy �� WHERE THERE IS NO ER STORM SEWER SYSTEM yq vv ° �' •'. > • • . 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION AVAILABLE. «« 23' (10' CURB RADIUS) ° • ' 21.5 20' CURB RADIUS) ��` ' DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY 9E ��� \ ° .: ',• s TYPICAL PLACEMENT OF DETECTABLE FOUND I THE CURRENT EDITION OF THE TEXAS 16.5' 1(25' CURB RADIUS) WARNING SURFACE ON SLOPING RAMP RUN ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. SW2-01 I I I I1 IE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN 2-3/81- __T ` W Qz 5'x5' LANDING 23' (10' CURB RADIUS) WO c¢� CROSS SLOPE NOT TO EXCEED W 2% OR BE LESS THAN 1% ON ANY \ LANDING 21.5' (20' CURB RADIUS) RADIUS) 8" IED _a a9C 16.5' (25' CURB 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND PAVER WITH TRUNCATED D TECYABI,F, 4" MAX DOME SURFACE PORTION OF RAMP OR TRANSITION AND USUAL AS WARNING PA I.TR ytDa SIDE F E c? A A SIDE FLARE SIDE TO STREET ' ° • ,� (TYP.) (TYP) '1� CROSS SLOPE NOT TO EXCEED , •• ',. �' ••.s-••: ° 2% OR BE LESS THAN 1% ON ANY •°. ;,°' PORTION OF RAMP OR TRANSITION ':.j;�•f •t:.,.� FACE OF 6` ........... �-- 6' FACE OF TO STREET CURB (TYPICAL) 4' AM WIDTH (TYPICAL) CURB 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE TRUVCATED DOME PATTERN CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES CURB RAMP TYPICAL AMBULATORY RAMP W/ ISomauc V eW 5/6' SIDEWALK AMBULATORY DETECTABLE WARNING PAVER 8' SIDEWALK AMBULATORY SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR SIDEWALK DRAINAGE TRENCH GRATE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION THE ENGINEER. SW3-00 SW3-02 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS SW3-01 CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 20/o OR BE LESS THAN 1% ON ANY CURB LINE. 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET PORTION OF RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION TO STREET / GAP � � GAP ti� / q`t'P by / ti� / o•J� h� y I o`J� y y o�Jy y y y Ij/ y y �Q•P �/ y y y y� (`L / y y y PROPERTY PROPERTY PROPERTY LINE DETECTBLE DETECTABLE LINE DETECTABLE LINE DETECTABLE WARNING SURFACE AG yy/ SURFACEy / WAIG y y yy y y y y *+ RAMP * Z�S 1:12 Z AMP* :., W SIDEWALK 1:1,,_t� `u1 ., r in SLOPE MAX, y Z RAMP 5' SIDEWALK 1:1 d C SLOPE MAX - SLOPE MAX. 3, EXPANSION JT. & 31 EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & BACK -/SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP 12" O.C. BACK 112" DIA. X 16", WITH CAP @ 12" O.C. BAC OF CURB DIA. X 16", WITH (COATED WIHEAVY OF CURB 6' MIN. G (COAT D WIHEAVY OF CURB 6' MIN. CA 6' MIN. CAP 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTI ON & DRIVES SW3-03 I SW3-04 I SW3-05 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO DETECTABLE WARNINGS 10" MAX. CURB CROSSWALKS: GENERAL NOTES: DETECTAB4t z WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC SURFACE FOR EACH CURB RAMP TYPE. TYPICAL PLACEMENT OF DETECTABLECES WARNING CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARN ct O I --I_ LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEX mwv oar WELL AS INFORMING DRIVERS WHERE PEDESTRIANS MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE M wcK-1 CROSSWALKS MARKED; HOWEVER, TYPICALLY CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN C G•I-G E- : 4" MAX. COLLECTOR AND ARTERIAL STREETS DO. AS STATED IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE AOJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEI • o z �;n:;ct;.ts; a:�; : AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. v C"[ wov.. FOR TYPE i MARKINGS UNLESS OTHERWISE APPROVED SLIP .• ..4.0,. THE CITY OF BRYAN'S PREFERENCE FOR MARKING HE 2. DETECTABLE WARNING SURFACES MUST BE RESISTANT AND NOT ALLOW WATER TO ACCUMULA' O IS THE LONGITUDINAL (OR "LADDER" 7. ACCEPTABLE PAVER MATERIAL SHALL BE ywE- STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF UI> W wm PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR 4. SHADED AREAS ON SHEETS 3 AND 4 INDIC APPROXIMATE LOCATION FOR THE DETECj "LADDER" STYLE} IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. TYPICAL PLACEMENT OF DETECTABLECES WARNING THE APPROVAL O HE CIITY ENGI EER D ONLY WITH T THE LONGITUDINAL STYLE MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH SPACED 48 -INCHES 5. DETECTABLE WARNING SURFACES SHALL 24" IN DEPTH IN THE DIRECTION OF PEDES AND EXTEND THE FULL WIDTH OF THE CUR LANDING WHERE THE PEDESTRIAN ACCEE THE STREET. SURFACE ON LANDING AT STREET EDGE SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE T APART. THE TRANSVERSE MARKINGS SHALL CONSIST n rSW2_00 2. LANDINGS SHALL BE A SIX 5' MINIMUM WITH A MAXIMUM Y 6 FEET TWOARKED OF ALL 6. DETECTABLE WARNING SURFACES SHALL 20/o SLOPE IN ANY DIRECTION. Z NMMF PAVEMENT. CROSSWSEPARATEDALK PAVEMENT MARKINGS SHALL ALWAYS MEET TXDOT'S SPECIFICATION THAT THE EDGE NEAREST THE CURB LINE 6" ANDA MAXIMUM 10"FROM THE EXTE FOR TYPE i MARKINGS UNLESS OTHERWISE APPROVED TE TA FACE OF CURB. DETECTABLE WARNING SI zz z LANDING BY THE CITY ENGINEER. R CURVED ALONG THE CORNER RADIUS. O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE ywE- CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMEF UI> W wm CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, AND CONCRETE. DETECTABLE WARNING SURFACE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE (DOMES TO RUN PARALLEL TO STRIPING. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN TRAVEL) WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS 4" MAX THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS AND USUAL PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE o z D� SIDE FLARE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. i�l (TYP.) �: o:!c:•c::al:�:•cr:4:b OTHERWISE, PROVIDE FLARED SIDES. N FACE OF i0" 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION MIAX CURB DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY 9E TYPICAL PLACEMENT OF DETECTABLE FOUND I THE CURRENT EDITION OF THE TEXAS WARNING SURFACE ON SLOPING RAMP RUN ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. SW2-01 I I I I1 IE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN 2-3/81- __T Y BE Qz 5'x5' LANDING a z 0000 2, WO c¢� �O � 4" 0000 _1" w>W LANDING a�c 8" IED a9C DETECTABLE WARNING 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND PAVER WITH TRUNCATED D TECYABI,F, 4" MAX DOME SURFACE j AND USUAL AS WARNING PA I.TR ytDa SIDE F E c? A A SIDE FLARE SIDE O SLOP (TYP.) (TYP) 11V1: ALIGNED WITH THEORETICAL CROSSWALKS, OR AS (TYPICAL) DIRECTED BY THE ENGINEER. FACE OF 6` ........... �-- 6' FACE OF CURB (TYPICAL) 4' AM WIDTH (TYPICAL) CURB 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE TRUVCATED DOME PATTERN CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES CURB RAMP TYPICAL AMBULATORY RAMP W/ FLARED 1VINGS DETECTABLE WARNING PAVER °"a GENERAL NOTES (PAVERS} FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE I i- 1"MORTAR BED -SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE `MIN. 4" No. 3 REB,pR AT--/ 18" (MA). ON -CENTER L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTTONA A SW2-03 Ll� CITY OF BRYAN The Good Life, Texts stile." DRAWN 8Y. C.L.M.,' DATE: 08-01-1211 SCALE: N T S APPROVED: W. P. K. FIGURilE= SHEET 1 10 1 PEDESTRIAN FACILITIES GENERAI, NOTES: 1. A S nP S AIRIP MAXIMUM A OWAR THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE T OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE A SIX 5' MINIMUM WITH A MAXIMUM T TO 20/o SLOPE IN ANY DIRECTION. Z cRE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF V X 4' WHOLLY CONTAINED WITHIN <n THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL > VEHICULAR TRAVEL PATH. w 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY VG WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE M OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. cL, OTHERWISE, PROVIDE FLARED SIDES. TERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY 9E FOUND I THE CURRENT EDITION OF THE TEXAS IS OF ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. IE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN Y BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSf3LE PASSAGE OVER OR THROUGH THEM. IED 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALLBE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS} FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE I i- 1"MORTAR BED -SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE `MIN. 4" No. 3 REB,pR AT--/ 18" (MA). ON -CENTER L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTTONA A SW2-03 Ll� CITY OF BRYAN The Good Life, Texts stile." DRAWN 8Y. C.L.M.,' DATE: 08-01-1211 SCALE: N T S APPROVED: W. P. K. FIGURilE= SHEET 1 10 1 24" X 24"X 6" I 28 -DAY CONCRETE STRENGTH = 2000 e �WITH #4 ALL VAL' -TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL YZEWA -A TRAFFIC RATED COPPERHEAD- 0: SNAKEPIT TEST STATION OR APPROVED EQUAL �e A f•7 NOTE: GENERAL NOTES: E 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS ONLY WHEN TOP OF GATE VALVE EXCEEDING 0" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF WITH #4 BAR AROUND FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE EXTENSION WITHCITY'S CENTERING COLLAR. A� OF STEEL, SIZED AS NOTED AND PAINTED WITH TWO (2i STRENGTH 14 2000i 8, IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ASSEMBLY VALVE COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF MAY BE OMITTED ON A DEAD END HYDRANT LEAD WITH NO ADDITIONAL CONNECTIONS. TERMFROM OF BOX. 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON FINISHED GRADE 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER, 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER OF ONE (1) FOOT LONG. 4. WATER MAIDS WILL NOT BE FULLY PRESSURIZED UNTIL NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL GRADE. 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. 4 •~ , 6. VALVES TO ISOLATE FIRE � o v o u c SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL BLOCKING SHALL NOT BE LESS THAN SHOWN WATER LINES SHALL BE AMPro WILL HAVE PULL BEARING ON THE FINE GRADED HERE. USA, LL562 LOCKABLE LID. BE CUT FOR EABEBOTp LINE WNALVE BOX EACH FIRELLHOSSHALL z THRUST BLOCK INSTALLED WITH THE MAIN LINE CONSTRUCTION, WATER I BLOCK USING 12"x12"x4" STANDARD FIRE HYDRANT VALVE BOX PER SPECS WITH BOX AS E ARIES GATE VALVE EXTENSION AS NEEDED I 6" STD. VALVE BOX PER SPECS. a STEAMER NOZZLE CHAINS TO BE REMOVED BY TEE OR TAPI WITH #4 BAR AROUND .]_., . i _, , `I 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. 2" SQUARE AWWA NUT I OL (SEE NOT 8) CONTRACTOR PRIOR TO SLEEVE & V/ e 1' MIN. FURNISH ONE WARNING AND ONE VALVE SIGN EXTENSION WITHCITY'S CENTERING COLLAR. A� �A ACCEPTANCE OF AS REQUIRE WORK. EARTH OR ROCK. 6" AND ONE POST FOR EACH VALVE 6,8" 1.5 10,12" 2.0 TERMFROM OF BOX. VE FINISHED GRADE 0.8 1.1 CONTACT THE CITY INSTALLED AND AT OTHER PEA GRAVEL - FILL o u 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.9 �REgUIREO 4 •~ , 6. TO 1 FT. ABOVE � o v o u c 7W27-03 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN ANCHOR 90" BEND FURNISH SAME NUMBER OF HERE. WEEP HOLE __7BURY LINE 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE 4' TO 5' �F�ROMGTgOP OF BOX. W/8TAINLESSLVE STEEL BOLTS PVC OR D.I. PIPE �- BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX VALVE OPERATING NUT EXTENSION SQUARE SOCKET Q 2" DIA INSIDE 21/4" DEPTH IN WALL THICKNE S) GATE VALVE NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE W1-0 NUT'GH 15" DIA x 1/8" MIN THICKNESS STEEL PLATE w/ 90" CUT-OUT 1" DIA STEEL ROD [TwO 3/8" SET SCREWS ON EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET EXTENSION 24" MIN. A WATERLINE TRAFFIC RATED 14 REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION APPROVED EQUAL GROUND LEVELS I MAX. METAL DETECTOR TAPE .®...... . AS E ARIES GATE VALVE 24" X 24" X 6- " I 6" STD. 28 -DAY CONCRETED a GATE VAL IE WITH SS WITH #4 BAR AROUND .]_., . i _, , `I 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. ALL VALVE BOX. I OL (SEE NOT 8) Ill 6" D.1, OR C909 PIPE 10" 1' MIN. FURNISH ONE WARNING AND ONE VALVE SIGN HEAT OR MODEL PHR2 (2") 6" MJ ANCHOR WITH HEAT OR APPROVED EARTH OR ROCK. U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE 6,8" 1.5 10,12" 2.0 COUPLING VE 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 0.8 1.1 CONTACT THE CITY INSTALLED AND AT OTHER PEA GRAVEL - FILL o u 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.9 �REgUIREO BEFORE EXCAVATING TO 1 FT. ABOVE � o v o u c 7W27-03 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN ANCHOR 90" BEND FURNISH SAME NUMBER OF HERE. WEEP HOLE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. YELLOW WNALVE BOX 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE z THRUST BLOCK INSTALLED WITH THE MAIN LINE CONSTRUCTION, y BLOCK USING 12"x12"x4" -MECHANICAL JOINT WITH SETSCREW 4" PRECAST CONCRETE RETAINER GLANDS GATE VALVE BLOCK OR MEGA LUGS t? 6"X 12" GRADELOK BLOCK AS DIRECTED OPTIONAL, W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) TRAFFIC RATED 14 REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION APPROVED EQUAL GROUND LEVELS I MAX. METAL DETECTOR TAPE .®...... . NOTES: STANDARD FIRE HYDRANT I GATE VALVE 24" X 24" X 6- " I VALVE VALMATIC MODEL 0 } (1R) OR MODEL 1022" O 28 -DAY CONCRETED ID D 3. PIPE SIZE SHALL BE 1" OR 2". WITH #4 BAR AROUND .]_., . i _, , `I 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. ALL VALVE BOX. L' HOT -BOX POLY ROX 10" T ZL " �" r -L 4 `4 NOTES: STANDARD FIRE HYDRANT BRONZE INSECT SCI WIS.S. HOSE CLAMP GATE VALVE AIR RELEASENACUUM WIVALVE BOX VALVE VALMATIC MODEL 0 } (1R) OR MODEL 1022" O NE APPROVED EQUAL 3. PIPE SIZE SHALL BE 1" OR 2". F-, S REQUIRED + 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. THE ENGINEER OR BETWEEN THE SERVICE HOT -BOX POLY ROX 10" 1' MIN. FURNISH ONE WARNING AND ONE VALVE SIGN HEAT OR MODEL PHR2 (2") c WITH HEAT OR APPROVED EARTH OR ROCK. U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE 6,8" 1.5 10,12" 2.0 1.5 2.5 VE 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 0.8 1.1 CONTACT THE CITY INSTALLED AND AT OTHER 60-11.0115. o u 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.9 �REgUIREO BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. � o v o u c 7W27-03 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN ANCHOR 90" BEND FURNISH SAME NUMBER OF HERE. GATE VALVE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. YELLOW WNALVE BOX 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE z STANDARD FIRE HYDRANT INSTALLED WITH THE MAIN LINE CONSTRUCTION, y BACKGROUNDL 7. METERS AND VALVE BOXES SHALL BE PLACED 4" + o GATE VALVE i S12E A B CIE G VOLUME t? FROM STICING TPREVENT CONCRETE E FIRE HYDRANT LOCATION REALIGN AS NEEDED (ft) (ft) (ft) (ft) (ft) (c.y.) STANDARD FIRE HYDRANT ASSEMBLY wt -02 24"x24"x6" CONCRETE PAD (STD,) - METAL DETECTOR TAPE 14gga SOLID TRACER WIRE SHALL END COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE 4c TRACER WIRE MUST BE INSTALLED DEAD END - DIRECTLY ABOVE THE PIPE. W1 -o 1 UTILITY PIPE LOCATION MATERIALS UNDISTURBED DIRT BEDDING SAND 22-" MIN. .PLAN VIEW UNDISTURBED DIRT COMPACTED SELECT FILL MEGALUG PIPE ,:: 6" MIN. V 12" MIN. SF,CTION A -A CONCRETE END OF LINE BLOCKING NOTE: NOTES: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCI WIS.S. HOSE CLAMP SIDES OF COPPER PIPE. AIR RELEASENACUUM 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE"BREAKER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALVE VALMATIC MODEL 0 } (1R) OR MODEL 1022" O DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 3. PIPE SIZE SHALL BE 1" OR 2". F-, 4, SIZE OF LINES AND VALVES MAY BE MODIFIED BY 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. THE ENGINEER OR BETWEEN THE SERVICE HOT -BOX POLY ROX 10" MODEL PHRI (I-) WITH FURNISH ONE WARNING AND ONE VALVE SIGN HEAT OR MODEL PHR2 (2") c WITH HEAT OR APPROVED EARTH OR ROCK. ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'-0" 8' BLUE HEAVY DUTY, WING CHANNSLPOST 2'X4'X6" CONCRETE SLAB 4•-0" NOT GREATER THAN 45" AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING ADAPTER OR AN APPROVED EQUAL / GLAND AT BEND AND W1-03 LINE 1 M. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION jam-- 4'-0" CAST IRON VALVE BOX COVER 2' X 4'X 6" CONCRETE SLAB NOTES: STRUCTURAL BACKFILL AREA INCLUDES BACK FILL 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. PIPELINE BLACK NOTES: �c WARNING SIGN TEXT F-, f W AR N T N G 2 . 2 ROM 0 GTO A STEELOAKED ON ENAMEL FINISH. 10,12" 2.5 1.5 1.2 4.0 OR BETWEEN THE SERVICE 2. ALL BEARING SURFACES OF THRUST BLOCKS 10" AREAS) FURNISH ONE WARNING AND ONE VALVE SIGN SHALL BE PLACED AGAINST UNDISTURBED c I i EARTH OR ROCK. U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE 6,8" 1.5 10,12" 2.0 1.5 2.5 STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 0.8 1.1 CONTACT THE CITY INSTALLED AND AT OTHER 60-11.0115. o u 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.9 PAINTED BLUE. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. 10,1211-511-511.5 o v o u c 7W27-03 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 0.1 FURNISH SAME NUMBER OF HERE. HOULDERI'VARIE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. YELLOW LIMIT 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE REPLACEMENT SIGNS AS FOR EACH NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION, MIN. BACKGROUNDL 7. METERS AND VALVE BOXES SHALL BE PLACED 4" EQUAL BETWEEN CONCRETE ON GATE VALVE BEND S12E A B CIE G VOLUME FROM STICING TPREVENT CONCRETE g. LOT CORNERS SHALL BE MARKED WITH A LATH n NUMBER VALVE SIGN) (ft) (ft) (ft) (ft) (ft) (c.y.) o UNDER THE SUPERVISION F A Ill UPON STEEL CASING-1THE V AL V (NOT (NOT A SEPARATE PAY ITEM) AS REQUIRED 7" NO. CASING ' v TYPICAL RURAL S -BEET 2" BLACK PRESSURE TO BE ADDED AFTER C X 3' X 6" CONCRETE SLAB 4-00 BASIC SIGN HAS BEEN PAINTED. II W4-01 WHITE ® SELECT MATERIAL ORIGINAL GROUND OR BACKGROUND MATERIAL EXCAVATED E FROM THE WHICH IS FREE OF ROCKS LUMPS CLODS, OR DEBRIS LAR BOTTOM OF SUB -GRADE NOTES: t; R THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 1. FOR BEDDING AND TRENCH/NG WITH/NALL EXISTING MJ PLUG ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'-0" 8' BLUE HEAVY DUTY, WING CHANNSLPOST 2'X4'X6" CONCRETE SLAB 4•-0" NOT GREATER THAN 45" AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING ADAPTER OR AN APPROVED EQUAL / GLAND AT BEND AND W1-03 LINE 1 M. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION jam-- 4'-0" CAST IRON VALVE BOX COVER 2' X 4'X 6" CONCRETE SLAB TEE SCHEDULE STRUCTURAL BACKFILL AREA INCLUDES BACK FILL ti9 �D HRS C A VOLU �G NOTES: �c iris ft ft c- . 4 6 8 5:1 1.5 I M THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON /c NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER IN-LINE BLOW OFF ASSEMBLY ASTM D698 TIT MoW3-01 117 IL,-GALV. ELL GALV. NIPPLE REMOVE AND DISCARD I �-AFTER USE MJ PLUG 2" METER BOX WITH 1 I EXIST. GRADE VALVE BOX AND SHAFT EXTENSION CAST IRON LID I 1 4'-0" CAST IRON VALVE BOX COVER 1 I�SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB I I AFTER BLOW -OFF i I INSTALL MALE QUICK AMERICAN FLOW CONTROL 1 ICONNECTION & CAP TRENCH ADAPTER T EXIST. GRADE OR AN APPROVED EQUAL 4" APPROVED BRASS BALL VALVE PIPE MATERIAL EQUAL IRON PIPE THREAD MJ TAPPED CAP COMPRESSION FITTING BRASS THREADPIPE AND BALL VALVE COPPER EXPOSED TO WATER 4"X 3' X 3' CONCRETE PAD (FOR 1" PIPE) MAIN 4" X 5'X 3' CONCRETE PAD (FOR 2" PIPE1 CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP TYPE "K" COPPER TUBING I SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH BRASS NIPPLE 2" BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 4" END OF LINE BLOW -OFF DETAIL W3-00 W3-04 THRUST BLOCK NOTES: TEE SCHEDULE STRUCTURAL BACKFILL AREA INCLUDES 1. ALL CALCULATIONS ARE BASED ON INTERNAL �D HRS C A VOLU NOTES: PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER iris ft ft c- . 4 6 8 5:1 1.5 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE PIPE. 1.5 2.5 0.3 10,12" 2.5 1.5 1.2 4.0 OR BETWEEN THE SERVICE 2. ALL BEARING SURFACES OF THRUST BLOCKS 1012 1.5 3.5 0.6 AREAS) SADDLE AND THE WYE FOR DOUBLE SERVICE. SHALL BE PLACED AGAINST UNDISTURBED STEEL CASING 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. g" WIDE BAND STAINLESS TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 6,8" 1.5 10,12" 2.0 1.5 2.5 STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 0.8 1.1 0.1 0.3 11.25 60-11.0115. 3. MARK EACH SERVICE END WITH METAL "T' POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0.9 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE AS REQUIREDSLEEVE 10,1211-511-511.5 ENGINEER. THE VOLUME OF CONCRETE 7W27-03 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 0.1 APPROVED EQUAL. HERE. HOULDERI'VARIE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. LIMIT 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE (PAVEMENT 5'-0" NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION, MIN. USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. GATE VALVE BEND S12E A B CIE G VOLUME FROM STICING TPREVENT CONCRETE g. LOT CORNERS SHALL BE MARKED WITH A LATH n (ft) (ft) (ft) (ft) (ft) (c.y.) DIRECTED BY UNDER THE SUPERVISION F A Ill UPON STEEL CASING-1THE ENGINEER CARRIER PIPE AS REQUIRED COMPLETION OF CONSTRUCTION. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH 1'-0" DIA. SECTIONX--X X 3T STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND 90° 6,8" 5.0 -6. T5 1.5 1.5 0.9 2.7 0.4 10,12" 2.5 1.5 1.2 4.0 1.0 450 .' AREAS) V BAND CLAMP STEEL CASING 3. DRY BORING IS REQUIRED. 10,12' 3.512.5 1.5 1.2 2.210.5 g" WIDE BAND STAINLESS 22 5° 6,8" 1.5 10,12" 2.0 1.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25 60-11.0115. r [�s� 1.5 0.9 0.4 0.1 �E AS REQUIREDSLEEVE 10,1211-511-511.5 SLEEVE SLEEVE & VALVE AS REQUIRED 7W27-03 1.2 D.6 0.1 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH 1'-0" DIA. SECTIONX--X X 3T STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL PIPE BACKFILL SHALL BE CEMENT STABILIZED (SEE JOINT DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED CITY GATE VALVE SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF F� OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL .' AREAS) TE'E' THRUST BLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 � /C -3 G P_' ;E SADDLES PVC OR '-CORP STOP WATER LINE 5' PAVEMENTAREAS STRAIGHT BALL VALVE W/ PLUG--- Z (2 FOR DOUBLE SERVICE) M 1-1/2" BALL VALVE (FOR ~ ONLY) DOUBLE SERVICE 1O ----4'MIN.-----`-- VIEW A A SEE TECNICAL SECTION 33 FOR MATERIAL REQUIREMENTS DOUBLESERVICE CONC. CURB & GUTTER 3 i V O a: b �A 12"MIN: 24" MAX. STRAIGHT BALL VALVE MI . WITH PLUG (2 FOR DOUBLE SERVICE) I 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2"X 1" BRASS WYE (1 FOR DOUBLE SERVICE) n 1" TYPE K COPPER TU ING ((SINGLE SERVICE) 1-112" TYPE K COPPER'IITUBING (DOUBLE SERVICE) SEE NOTE 1) (FOR 1--1/2" BALL VALVE (F YDOUBLE SERVICE �W WATER SERVICE (SHORT AND LONG SIDE) NEAREST BI JOINT P. EA. EN ) CARRIER PIPE -J 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS" OR "PSI" ` !'SIOEWA(.If. NOTE: CASING SPACERS I 5• 1 I 4 -RUNNER MIN. (THRU 24' CASING) OR 6 -RUNNER MI 144"-42" DIA. CASING) STA kTL. TYPE304; 8" WIDE BA W/ POLYMER RUNNERS; 0 OR NON -CENTERED; Cil RESTRAINED FROM FLOT! INSASTRUCTURAL BACKFILL AREA OR GASCAbE PS,'"c.' M W2-02 2' 2' 2' YP. MAX MAX 6'8" TYP. 08" TYP. MAX Lo z C> Lo w o: MAX .R. 0u NOTE: l" MIN. CLR. SING SPACER STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE ADJUSTABLE TOP RUNNERS STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUC TO MAINTAIN 1" MAX Ill �� 30 MAo X V BAND CLAMP STEEL CASING 3. DRY BORING IS REQUIRED. 4T SPRINGLIKE g" WIDE BAND STAINLESS PROVIDE 4 Z�_ STEEL (TYPE 304) 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO RUNNERS AT BOTTOM 45 NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND \`rr/ MIN POLYMER RUNNER MP) r [�s� SLEEVE & TEE OR TAPPING JNG DETAIL AS REQUIREDSLEEVE ENCASEMENT SLEEVE SLEEVE & VALVE AS REQUIRED 7W27-03 0 OPEN CUT OPEN CUT WATER LINE HOULDERI'VARIE WATER LINE - NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE W/VALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUC ION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICARIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PIES INTO PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. MAIN. SLEEVE & TEE OR TAPPING AS REQUIREDSLEEVE ENCASEMENT SLEEVE SLEEVE & VALVE AS REQUIRED 2'-0" MIN. ENCASEMENT „ 2 -0 MIN. OPEN CUT OPEN CUT WATER LINE HOULDERI'VARIE WATER LINE LIMIT WIDTH OF PAVEMENT LIMIT 5'-0" WIDTH OF (PAVEMENT 5'-0" MIN. MIN. 3'-0" MIN. - GATE VALVE SIDEWALK MAY SI OPEN CUT GATE VALVE 3'-0" BELOW DITCH FLOW LIN OR BORED AS DIRECTED BY STEEL CASING-1THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEE CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL S -BEET CROSSING 4-00 II W4-01 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED E FROM THE WHICH IS FREE OF ROCKS LUMPS CLODS, OR DEBRIS LAR BOTTOM OF SUB -GRADE NOTES: t; R THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 1. FOR BEDDING AND TRENCH/NG WITH/NALL EXISTING MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN PAVEDAREAS, SEE DETAILS FOR OPENCUTSTREE7S. (Details ST4-00, ST4-01, ST4-02). THISNOTEDOES OPTIMUM TO +40/6 OF OPTIMUM UNDER NON-STRUCTURAL AREAS (Ie ... YARDS, PASTURES, EASEMENTS AND TO A MM MINIMU OF 98% OF MAXIMUM DENSITY 2' .: ;,,, , QSELECTMATERIAL NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ,,;,,.;,_;; ,.,.,,,., _ ;,, ;, ;,; 2. EVERYf00FEETPROV/DEAWATERSTOPBLOCK COMPOSED OFCEMENTSAND ORNATIVEMATER/AL OPTIMUM TO +4%" OF OPTIMUM UNDER NEW STREET AREAS SELECT MATERIAL C 1L_- `•. ''' Q CEMENT STABILIZED SAND DEPEND/NG ONEMBEDMENT. BLOCK SHALL BE6FEET AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX 8"-12" MAX. /NLENGTH. NO BEDD/NG SAND /N TH/SAREA. © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE A B `MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) OAT 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OPTIMUM MOISTURE) FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD :: 4' 4. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSIIAWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4" MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 UNDISTURBED SOIL UNDISTURBED SOIL PIPE LMAXIMUM S. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. PERCENT PASSING NO. 200 SIEVE 35 _j PIP O.D.O.O. 6. RELATIVE COMPACTION SHALL TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE 100 PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. E THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA)JD. 6" MIN.112" MAX. " 6" MIN./12" MAX. TAPE AT A MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR © CEMENT STABILIZED SAND AREAS TO BE PAVED 1vON STRUCTURAL. OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. OR STREETS TO BE ARFAS 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY RECOIVSTRIICTE 0 PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS RESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF BR YAN The ax)(ILife, Teas SST�I - DRAWN BY: C.L.M. 'I DATE. 08-01-12 SCALE: N T S APPROVED W. P. 111K. FIG UREll: SHEET 1 O I 2 NVit,: MECHANICAL JOINT PIPE. 6. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VAL 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE V ES. ULT. O Service saddle, SS straps, CC threads @ Meter box valve: 3" 4" 6" Installed per manufacturer's All APPROVED 3" OR LARGER COMPOUND 5 = Ford Angle - B - 2 - n i Stu A13 34 W 1 gr P METERS. VAULTS & MATERIALS recommendations. main es: types: ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) 5A = Ford i - B - rd St a ght Stop 11-444W 1" 2 Q Smith Blair 317 Corporation Cor oration Sto • Ford FS 1000-4- -1" Q © Brass bushing IPS -1" x 314- /4" ACCSS AND VAULT DIMENSIONS FOR METER P P' Q Meter nipple - C38-23-2-6-3/4" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW Service tubing: Type K copper - soft -1" ® Meter box and lid: Old Castle meter box, ® Ford male adapter - C84 -44-Q -1" IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL Cl lid with Reader #36 rVA VE MER SPECIAL CONDITIONS 11 1. METER REGISTER SHALL BE NO DEEPER THAN 12INCHES BELOW FINISHED GRADE. 11 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCINGICOMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4 SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON ;; .,>.-�- ;,*-5 �,-�,��.;,-rr 4•;E••r.•� ;,•4=: macI f FLG. COUPLING ADAPTER MECHANICAL JOINT PIPE. 6. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VAL 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE V ES. ULT. MODEL SIZE L1 W1 HE L8GHT DMC-CS3 DMC-CS4 DMC-CS6 3" 4" 6" 8'-8" 6'-0" 4'-6" 12,000 8'-8" 5'-0" 4'-6" 12,000 11'-0" 6'4" 4'-9" 12,000 ;; .,>.-�- ;,*-5 �,-�,��.;,-rr 4•;E••r.•� ;,•4=: macI f FLG. COUPLING ADAPTER NRS GATE VALVE (TYP-2) wlFLG. SPOOL 1U NRS FLG GATE VALVE (TYP-2) MFG: PARK EQUIP. CO. ( MODEL: DMC -CS „ Installed per manufacturer's n d All types: APPROVED 3" OR LARGER COMPOUND - 6 -Ford Angle Stop- B - METERS. VAULTS & MATERIALS t ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) SENSUS C2 OMNI FLG TEE APPROVED VAULTS - PRE CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON w/STRAINER PIAN VIFW ACCSS AND VAULT DIMENSIONS FOR METER Meter box and lid: Old Castle meter SELECTED CONCRETE LID Wi 36"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW SINGLE LEAF GALVANIZED STEEL HATCHWAY GALVANIZED RATED) RETAINER GLANDS WILL BE l lid with Reade #3g BASED ON ALL M.J. FITTINGS. ^` DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL 05 CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE m DEVIATION ES, 72 HOURS PRIOR TO MANAGER WATER GAL ' ANIZED STEEL PIP SUPPORT (TY GRAVEL BED 12" SQ SUMP W/ C ST IRON GRATE AND OPTIONAL DRAIN ELEVATION T'IEITr CIT Y OF COLLEGE N E S ATI G STATION METER VAULT ASSEMBLY �V5-Oo NOTES: fistaice addle,manSS straps, CC threads © Swivel nut- C38-66-2-875 -1-112" 1U Service saddle, SS straps, CC threads © Meter box valve: Smith Blair17 3 Installed per manufacturer's n d All types: Q - 6 -Ford Angle Stop- B - Q Meter box and lid: Old Castle meter recommedations. main Service tubing: Type K copper - soft -1-1/2" 5A = Ford StraightStopB11�-4444W 11 Q Smith Blair 317 Corporation Stop: Ford FB 1000-4-Q -1" © Meter nipple - C38-44-2-625 -1" Meter box valve: Meter box and lid: Old Castle meter ® MeterCastle meter box, f� Service tubing: Type K copper -soft-1" round valve box #3RT l lid with Reade #3g ® Ford male adapter - C84 -44-Q -1" -- 05 E TOMER E (S) fistaice addle,manSS straps, CC threads © Swivel nut- C38-66-2-875 -1-112" NOTES: recommendations. All main types: U7 Brass all thread I.P.S.-1-1/2" Installed per manufacturer's recommendations. All main types: Smith Blair17 3 ®Meter adapter -BBIM 66 -1-112" Q Corporation Stop: Ford FB 1000-6-0 -1-1/2" Q Meter box and lid: Old Castle meter 3U Service tubing: Type K copper - soft -1-1/2" box, Cl lid with Reader #65 ® Ford male adapter - C84 -66-Q-1-1/2" C38-77 Q5 Meter box valve: Meter box and lid: Old Castle meter Ford male adapter - C84 -77-Q - 2" 5 = Ford Angle Stop - BA -11-666W -1-112" 5A = Ford Straiaht Ston - R11-66RW -1-112" Service tubing: Type K copper - soft -1" IMER ' CUSTOMER FORD PART NO. Q NOTES: i) Brass coupling I.P.S. - 2" C38-23-3 Installed per manufacturer's recommendations. All main types: Service saddle, SS straps, CC threads © Brass bushing IPS -1" x 314" _ Q9 Meter adapter - BBIM 77 - 2" installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 7 Meter nipple C38-23 2-5 - 3/4" pp ® Brass nipple I.P.S. - 2" x 3" Q3 Ford S701S90 (8) Bail valve C38-77 Q2 Corporation Stop: Ford FS 1000-4-1" Meter box and lid: Old Castle meter Ford male adapter - C84 -77-Q - 2" 3 Service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 round valve box #3RT 4 Ford male adapter- C84-44-1" -- 05 Meter box valve: 5 = Ford Angle Stop - SAI 3-342W -1" 5A = Ford Straight Stop - B11 -444W -1" CUSTOMER VALVE 9CUSTOW--V CUSTOMER VALVE ilia — \,\ © Q ' Q \`/ "•�—(=(r. CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/2" W6-00 W6-01 I W6-02 NOTES: FORD PART NO. Q Service saddle, SS straps, CC threads i) Brass coupling I.P.S. - 2" C38-23-3 Installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77 - 2" 1" x 2.625" Long Smith Blair 317 Q9 Meter adapter - BBIM 77 - 2" ZQ Corporation Stop: Ford FS 1000-7-Q (cc thread) - 2" ® Brass nipple I.P.S. - 2" x 3" Q3 Service tubing: Type K copper- cu - soft- 2" © Meter box and lid: Old Castle meter C38-77 2" Meter Bushing box, Cl lid with Reader #65 4 Ford male adapter - C84 -77-Q - 2" © Meter box and lid: Old Castle 12" Q5 Meter box valve: round valve box #3RT 6 = Ford Angle Stop - BA -11-777W - 2" SA = Ford Straight Stop - 611-777W - 2- 66) Rrass ninnle 1_RS_ - 2" Y R" CITY OF BRYAN STRAIGHT OR ANGLE TAP - 211 CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 31,V'x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER SWIVEL NUT OR NI ANGLE 1--1/2" BALL VALVE= ( ONLY) DOUBLE SERVICE O z H WATER METER --—4'MIN-------- VIEW A A DOUBLE SERVICE O 4 o: ANGLE STOP-\ A 1-1/2" BALL VALVE — , FOR DOUBLE SERVICE ONLY) CITY OF BRYAN WATER SERVICE RECONNECTION W6 -U3 WATER METER BOEXER METER SWIVEL NUT OR NIPPLE I 1" NUMEX SDR -9 200 PSI PIPE 2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 -00 Service saddle, SS straps, CC threads ® Swivel nut- C38-77 - 2" Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or U9 Meter adapter- BBIM 77 - 2" Ford S70IS90 ® Brass nipple I.P.S. - 2" x 3" ZQ Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter 3Q Service tubing: Type K copper - ou - soft - 2" box, Cl lid with Reader #65 ® Ford male adapter - 084-77- 2" ® Meter box and lid: Old Castle 12" Meter box valve: round valve box #3RT © 5 = Ford Angle Stop - FV -43-777W - T' ® Ball valve 5A = Ford Straight Stop - B11 -777W - 2" © Brass nipple I.P.S. - 2" x 6" 7Q Brass coupling I.P.S. - 2" r0 11olt0 rIL r CUSTOMER -VALVE NOTES: NOTES: 1 Service saddle SS straps, CC threads Meter nipple - C38-44- -62 -1" ice saddle straps, r - h 6 2 5 1 Sery di 5S a s CC threads Swivel el nut- C3 7- , 6 w v 8-66-2-8 5 1 112" P. PP P, Installed per manufacturer's Q O installed per manufacturer's V Bali valve 8 Brass all thread I.P.S.-1-1/2" recommendations. All main types: recommendations. All main types: Cambridge 800 Series or Ford S701S90 Q9 Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66 -1-1/2" f`2 Corporation Stop: Ford FB 1000-4-1'• Cl lid with Reader #36 2 Corporation Stop: Ford FB 1000.6-1-112" 9 Meter box and lid: Old Castle meter 8 Service tubing: Type K copper- soft -1" 3 Service tubings': Type K copper - soft -1-1/2" box, Cl lid with Reader #65 4 Ford male adapter - C84-44-1" 4 Ford male adapter - C84-66-1-112" ® Bali valve 5 Meter box valve: 0Meter box valve: 5 = Ford Angle Stop - BA -43-444W -1" CUSTOMER 5 = Ford Angle Stop - FV -43-666W -1-112" CUSTOMER 5A = Ford Straight Stop - B11 -444W -1" VALVE 5A =Ford Stra'ght Stop - B11 -666W -1-1 /2" VALVE 9 8 4 6 10 3 4 5 g CUSTOMER CUSTOMER VALVE VALVE AN. 3 9 9 1 3 D 1 .. CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" CUSTOMER VALVE 7-03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE, METER NUT SIZE •11• LI • FORD PART NO. 3/4" x 2.5" Long 038-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long I C38-448-5 1-1/2" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/211 -01 W7-02 METER SWIVEL NUT OR NIPPLE ETER ANGLESTOP 1-112" BALL VALVE )q'EB'OX Z(FOR DOUBLE 'j SERVICE ONLY) TER O 927 METER J ----4'MIN.------- VIF, TV A -A DOUBLESERVICE O ANGLESTOP WATER METER BOEXER METER SWIVEL NUT OR NIPPLE A TYPE DOUBLE SERVICE) 1-112" BALL VALVE ( `FOR DOUBLE SERVICE ONLY) 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) CITY OF COLLEGE STATION NATER SERVICE RECONNECTI 7-04 cn z Co U) w CITY OF BRYAN � The jod Life, Te= Sole. - DRAWN 6Y: CIM:,11 DATE: 08-01-12 SCALE: N T S11 APPROVED: W.'iP. K. FIGURE: SHEET 2 IIOF 2 VICINITY MAP N e NUT TO SCALE ¢ oG PROJECT a LOCATION -a INGTO y ROAp r--P"1f�'t"E1 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/0 CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)492-0425 -1 D -1 r -1 LOT ion k--"/ —AU 6— U•, > 0' 1 N p 2 R "B \}T A � E 1 �'IEXAS 0 b2� F BRUAR-v.. 2'6'� 1 0 1 chintz mm m ngineering, ,, s:� TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 FEBRUARY 17, 2015 ISSUED FOR CONSTRUCTION FIRM # 12327 SCHULTZ ENGINEERING, LLC S H E ET TITLE SCHEDULE OF SHEETS Cl SITE PLAN C2 GRADING PLAN SHEET C3 DRAINAGE, EROSION, AND SEDIMENT CONTROL PLAN C4 PAVEMENT PLAN C5 PAVEMENT JOINT PLAN C6 UTILITY PLAN C7 WATERLINE RELOCATION PLAN AND PROFILE L1 LANDSCAPE PLAN FIGURE SW STANDARD SIDEWALK DETAILS FIGURE W1 STANDARD WATER DETAILS SHEET 1 OF 2 FIGURE W2 STANDARD WATER DETAILS SHEETI, OF 2 i GAAS"` =7 20' SEMINOLE PIPELINE EASEMENT VEERANI LLC 1022/807 CASTLEGATE BUSINESS _ CENTER 3 BLOCK 1, LOT, 1 _ 3.61 ACRES --- AE--------�� AE--------- _ _AE-------_�__ Ar - 10' PUE 11752/292 10865/036 ZONED GC EXISTING GAS LINES GfsS-- 20 10 0 AE SCALE IN FEET _. ST ,..., -ST_.._ _„ ST. -ST ST- -sl -- S-{ ST T - - -- - - -- - - - _ ST .- ST- ST 9'- N N_ TAUGHT - - ... �+ -- - 9 w 1s 2gs w -1 ti w-16 w- _ a - o 6 I16Ih-J 16 W-16 W-16 W G W^15 PROPOSED 16" ? _. ADA RAMPS BUTTERFLY VALVE - 6' PROPOSED m 'b ` 0 15' WELLBORN SUD v SIDEWALK i PROPOSED WATER LINE EASEMENT WELLBORN SUD 3645/278 ' EXISTING 16" WATER UNE ' 6 WELLBORN SUD" . 16" WATER LINE 6 BOLLARDS o t P _._ SHIPLEY DO -NUTS SOH 40 SM PM PROPOSED BUILDING ARM SMOOTH ALL ROUGH 1 STORY EAS GHT W a 2,400 SF 70 PrIES FF = 297.40 36m FLL MLO wROUND�TOP 19' MAX HEIGHT r• WITH GROUT PLUG y' Or SON 40 S'TML PIPE PARKING ~` . ROUGH LOT LIGHT v c 1 4` ARIEAS AND EDGES W OF _ 7' PUE & N SLOPE FTN�M GRADE PUBLIC ACCESS EASEMENT-- _ 11752/292 EXISTING' SIDEWALK ,- . �..: 25' FRONT a KS�a� 42" SETBACK PARKING - LOT LIGHT 3/4" IRRIGATION \ GRAS. . _ f METER - -- ATMOS jOkG' 5, P / GAS SERVICE SIDEWALK 18' EXISTIP BOLLARD CAGE DETAIL STEEL REINFORCING BARS * f -CONCRETE PAVEMENT • da • A :'.� .i.,* •.� �yi ..w•.d. !-R!<.'!+� -.4� }�' -��r _�6 X d •d LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 8" PAVEMENT - #5 REBAR 0 12" O.C.E.W. * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.T.S. NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1" DOMESTIC HYDRA T °q� METETBM 1 T .ST N/F �• BRAZOS TEXAS LAND DEVELOPMENT LLC 19.466 ACRES 8813/126 ZONED R NOT PLATTED S{DEWALC OR PATH MARK LOCATION WITH WHERE APPLICABLE GALVANIZED INSTALL CARRIAGE BOLT" BOLT IN WALK A 12 EXTEND END 18 BEYOND CONCRETE \yy '...., •..: AND TAPE BOTH ENDS 0 = 14 BARS 3" SCH 40 PVC PIPE ` 0 = 3/4* X 18" SMOOTH EXPANSION DOWELS n OW TOP OF PVC SLEEVES UNDER PAVEMENT GRADE TYPICAL CURB DETAtL SECTIONS SHALL BE 18" BELOW ILT.& PVC IRRIGATION SLEEVE THE TOP OF PAVEMENT. N.T.S. \ V 2N II Lai .. THE SEAL APPEARING ON THIS . DOCUMENT WAS AUTHORIZED BY I h u It- z E e e r i n g,LLC DECEN E DOYEN, P.E., LICENSE N0. 109835 TgT, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 FEBRUARY 2015 BIKE RACK DETAIL N.T.S. EXISTING IRRIGATION SLEEVES 10' PUE 11752/295 * MAINTAIN 27. MAX CROSS SLOPE 25' MIN. R. EXISTING CURB & GUTTER SM SPECIFIC NOTES: TO BE REMOVED 1. THE OWNER OF THE PROPERTY is BRAZOS TEXAS LAND DEVELOPMENT, U.C. THE SUBJECT PROPEI MATCH FL OF PROPERTY LINE KEEP 6" RISE IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. EXIST{NG GUTTER 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINA EXISTING PVMT. 3' TYPE "D" EXPANSION J INT. REPORT. " EXISTING CONTOUR -~ SIDEWALK------__._ 1 ST ST - -- ST - ST --- 51 PRIVATE ST -UTILITY EASEMENT PARKING1 BE / 12393/65 NEAT SAW CUT EXISTING 24" ` ~� C1 t - PRIVATE STORM i-- SEWER PIPE W.-1 & - ------ W-16 " `. -•. y , -- 1 240.64' S75.21'08'W EXISTING 25' DEMOMM 80.00' SPACED MORE THAN FIFTEEN ACCESS EASEMENT 36.54' / 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 12393/65 3' RISE MIN. EXISTING CURB & GUTTER SM SPECIFIC NOTES: TO BE REMOVED 1. THE OWNER OF THE PROPERTY is BRAZOS TEXAS LAND DEVELOPMENT, U.C. THE SUBJECT PROPEI MATCH FL OF PROPERTY LINE KEEP 6" RISE IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. EXIST{NG GUTTER 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINA EXISTING PVMT. 3' TYPE "D" EXPANSION J INT. REPORT. " /-REMOVE CURB JOINT SLOPE = 1:12 MAX DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE THRU RAMP DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEM -T THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. * I& ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LLQ LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING -� THE DEiENT10N POND OUTLET STRUCTURE. NEAT I' 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. SAW CUT 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT BE BY THE LAT OWNER OR PROPERTY OWNE'R'S ASSOCIATION. OF SI ACCESS AND NRA CAPROCK CROSSING PHASE 5 LS CONSIDERED A _ » 21. FOR PURPOSES GNAGE, TYPE G» EXISTING CURB & GUTTER TO BUILDING PLOT. EXPANSION A NEAT BE REMOVED - REPLACE STREET LID WILL 22. WELLBORNPROVIDE WATER SERVICE TO THIS PROPERTY JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. FIRE LANE MARKINGS URBSS AND l f ^ 1 SHALL BE PAINTED RE WITH! LEGEND FOUR INCH (4') WH ITE 4ETTERING STATING "FIRE LANE / 0K TO8�C ;tJ it R��'AY K J ti� r / 7 7.5' SIDE I SETBACK 1 i z �• 10i GAS METER AND BOLLARD CAGE: I EXISTING-/ SIDEWALK 1 40' PUBLIC ACCESS EASEMENT 11752/292 LOT IR BLOCK 1 1.643 ACRES 25` PRIVATE CROSS ACCESS EASEMENT 11752/295 EXISTING CONTOUR ELEV - T/C ELEVE. -b 44" 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & CURVE # PARKING1 BE RADIUS DELTA TANGENT IRRIGATION PLANS. CI4ORD DIRECTION C1 241.34' ZONEE".WORDING MAY NOT 315 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 240.64' S75.21'08'W 02 DEMOMM 80.00' SPACED MORE THAN FIFTEEN 18.77' 36.54' S20'16'44'E 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 16AW 3' RISE MIN. OWOZ24* DRIVEWAY APRON SHALL BE 6 (28 -DAY CONCRETE 16.83' Z, THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOC INSURANCE RATE MAPS FOR BRAZOS COUNTY, 700 AND INCORPORATED AREAS. COMMUNITY NO. EXISTING BASE I 2.68' 30.00' PAWJW 2. STRENGTH = 3500 PSI) W/ 4 S27'5W19"E 480083, PANEL NOS- 03251, MAP NO. 48041003251, EFFECTIVE DATE: MAY 16, 2012 DEFORMED TIE BAR BARS 0 18" O.C.E.W. ASPHALT B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. RESURFACE MOUNTED APRONS W/O CURB & GUTTER WIDE AND EIGHTEEN INCHES 18' 4 X 18"RM O.C. SHALL BE ALLOWED ON OPEN DETAIL 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. FOR TYING NEW # N DITCHED STREET SECTIONS ONLY.I' (18 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, EM) SHOWN ARE CONCRETE EXISTING TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP CONCRETE PVMT. ONLY. LOCATION AT EACH ENTRANCE DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. SECTION A -A TO THE PROPERTY. SUCH BUILDING SETBACK 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY iN ACCORDANCE WITH THE UDO. ^ A SIGNS SHALL BE TWELVE 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. TYPE"G" EXPANSION JOINT INCHES (12') WIDE AND S PROPOSED SANITARY SEWER SERVICEEIGHTEEN 13, THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. INCHES HIGH, WITH A PROPERTY LINE 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VS OF 2400 SF IS _ .. �... COMPANION SIGN TWELVE 1.500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WI PROPOSED WATER SERVICE ZCmINCHES PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIEt INCHES (6') HIGH STATING ST ST PROPOSED STORM SEWER LINE "NOTES- DEVELOPMENT ORDINANCE. VARIES SHALL BE PAINTED ON A WHTE AE OVERHEAD ELECTRIC LINE I. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH SYMB015,� LETTER AND BORDER IN RED _- 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR BY 18' IN HEIGHT AND BE M064D IN THE LOCATION 3. THE FIRE LANE LINE SHOWN 01 -RETURN CURB TO HAVE ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -`WAY OR RESIDENTIAL DISTRIC' SHOWN.\ THE PLAN IS FOR REVIEW '! A ROLL FACE DIMINISHING WITHIN 15V OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH \„ 2. SIGN SHAD. BE PAINTED ON PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE - -- -" AT RADIUS POINT. SCREEMNG SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN WHITE BACKGROUND WITH TYPE "D" LONGITUDINAL AMBULATORY RAMP UNIFIED APPEARANCE. 17 THE DUMPSTER ENCLOSURE SHALL. BE A 6' TALL WOODEN R STONE FENCE PER ARCHITECTURAL /-REMOVE CURB JOINT SLOPE = 1:12 MAX DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE THRU RAMP DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEM -T THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. * I& ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LLQ LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING -� THE DEiENT10N POND OUTLET STRUCTURE. NEAT I' 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. SAW CUT 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT BE BY THE LAT OWNER OR PROPERTY OWNE'R'S ASSOCIATION. OF SI ACCESS AND NRA CAPROCK CROSSING PHASE 5 LS CONSIDERED A _ » 21. FOR PURPOSES GNAGE, TYPE G» EXISTING CURB & GUTTER TO BUILDING PLOT. EXPANSION A NEAT BE REMOVED - REPLACE STREET LID WILL 22. WELLBORNPROVIDE WATER SERVICE TO THIS PROPERTY JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. FIRE LANE MARKINGS URBSS AND l f ^ 1 SHALL BE PAINTED RE WITH! LEGEND FOUR INCH (4') WH ITE 4ETTERING STATING "FIRE LANE / 0K TO8�C ;tJ it R��'AY K J ti� r / 7 7.5' SIDE I SETBACK 1 i z �• 10i GAS METER AND BOLLARD CAGE: I EXISTING-/ SIDEWALK 1 40' PUBLIC ACCESS EASEMENT 11752/292 LOT IR BLOCK 1 1.643 ACRES 25` PRIVATE CROSS ACCESS EASEMENT 11752/295 BENCHMARK INFORMAIJON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB OF ...� EN L. DO 109835 t FIRM # 123271ZI,*A l SCHULTZ ENGINEERING, LLC PARKING WL REFLECTIVE FINISH METALSIGN 2'x9` REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE, PAINT TUBE AND CAP. i I I 1 I I I 1 L- 1. ALL CHARACTERS MUST BE BO' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.Ta NOTTOSCAU UNE TABLE LINE f LENGTH DIRECTION LI 23.46' S7' 03' 36.96"E L2 119.47'T;8;'97' 00.40*W EXISTING CONTOUR Curve Table 44" CURVE # PARKING1 BE RADIUS DELTA TANGENT CHORD CI4ORD DIRECTION C1 241.34' ZONEE".WORDING MAY NOT 315 PROPOSED CONTOUR 240.64' S75.21'08'W 02 DEMOMM 80.00' SPACED MORE THAN FIFTEEN 18.77' 36.54' S20'16'44'E C3 16AW 120.00' OWOZ24* FEET APART 16.83' PROPERTY BOUNDARY C4 I 2.68' 30.00' PAWJW 2. A SIGN TWELVE INCHES (12 S27'5W19"E - - PROPERTY EASEMENTS 2 RESURFACE MOUNTED WIDE AND EIGHTEEN INCHES 18' TYPICAL BOLLARD DETAIL N.T.S. MDNLY VICMTY MAP (18 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS --- EXISTING EASEMENTS LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH BUILDING SETBACK SIGNS SHALL BE TWELVE INCHES (12') WIDE AND S PROPOSED SANITARY SEWER SERVICEEIGHTEEN TOW A1NAY INCHES HIGH, WITH A COMPANION SIGN TWELVE W PROPOSED WATER SERVICE ZCmINCHES 12") WIDE AND SIX INCHES (6') HIGH STATING ST ST PROPOSED STORM SEWER LINE "NOTES- TOW -AWAY ZONE-. SUCH L SHALL BE PAINTED ON A WHTE AE OVERHEAD ELECTRIC LINE I. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH SYMB015,� LETTER AND BORDER IN RED _- EXISTING SIDEWALK BY 18' IN HEIGHT AND BE M064D IN THE LOCATION 3. THE FIRE LANE LINE SHOWN 01 SHOWN.\ THE PLAN IS FOR REVIEW '! IRRIGATION SLEEVES \„ 2. SIGN SHAD. BE PAINTED ON PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE - -- -" WHITE BACKGROUND WITH OF THE PROPERTY. PROPOSED BUILDING SYMBOLS. LETTERS. -AND BORDER IN RED. P C 4 ° PROPOSED SIDEWALK 3. SIGN SHALL COMPLY WITH THE Cops FIRE SERVICE STANDARDS. -+ FLOW DIRECTION FIRE LANE SIGN DETAIL GAS EXISTING GAS LINE N.T.S. ----FIRE LOX---- FIRE LANE PROPOSED KEYWAY t1U. WfCONE fE AM ROUNDOFF TOP ,�.+�' M QSTORM SEWER INLET ACCESSIBLE ROUTE !}' SCH A0 STEEL PTFE BENCHMARK INFORMAIJON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB OF ...� EN L. DO 109835 t FIRM # 123271ZI,*A l SCHULTZ ENGINEERING, LLC PARKING WL REFLECTIVE FINISH METALSIGN 2'x9` REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE, PAINT TUBE AND CAP. i I I 1 I I I 1 L- 1. ALL CHARACTERS MUST BE BO' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.Ta NOTTOSCAU UNE TABLE LINE f LENGTH DIRECTION LI 23.46' S7' 03' 36.96"E L2 119.47'T;8;'97' 00.40*W SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX Curve Table 44" CURVE # LENGTH RADIUS DELTA TANGENT CHORD CI4ORD DIRECTION C1 241.34' 910.11' 01511'37* 121.38' 240.64' S75.21'08'W 02 36.86' 80.00' 026'24'10* 18.77' 36.54' S20'16'44'E C3 16AW 120.00' OWOZ24* 8.43` 16.83' S2W26'42*E C4 I 2.68' 30.00' 00607'37` 1.3,V 2.68' S27'5W19"E SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX PROJECT - LOCATION . SITE PLAN GENERAL NOTES; 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. N071FiCATiON OF THE UTILITY COMPANIES -48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TE'SS: (800 344-8377 ATMOS ENERGY: (979 774-2506 SUDDEN UNK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" R MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.. 4. 'THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5, PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. S. ALL COYSTRUC71ON SHAD. BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR i TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UN DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 909. OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 8' SANITARY SEWER LINE 0 1.04% MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKM ANALYN REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PR(),POSED PARKING: 37 SPACES PARKING 2 SPACES HANDICAP PARKINI 39 SPACES PROVIDED TOTAL SHIPLEY DO -NUTS AT CAPROCK CROSSING TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL 12393, PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, L.I.C. C/O CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)492 -0425 SURVEYOR: BRAD KERR, RPL.S NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TX 77803 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. Po Box 11995 COLLEGE STATION. TX 77842 (979)754-3900 SCALE VERTICAL N/A HORIZONTAL 1111=20 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET C� GRIND ROIH 44" ARFAS A" 000 I TOP OF SLOPE FINISH GRADE 42• `t 1 CONCRETE ENCASEMENT BM NOTE: 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE S i 2 RESURFACE MOUNTED BOLLARD APPROVED EQUAL 18' TYPICAL BOLLARD DETAIL N.T.S. VICMTY MAP PROJECT - LOCATION . SITE PLAN GENERAL NOTES; 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. N071FiCATiON OF THE UTILITY COMPANIES -48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TE'SS: (800 344-8377 ATMOS ENERGY: (979 774-2506 SUDDEN UNK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" R MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.. 4. 'THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5, PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. S. ALL COYSTRUC71ON SHAD. BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR i TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UN DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 909. OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 8' SANITARY SEWER LINE 0 1.04% MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKM ANALYN REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PR(),POSED PARKING: 37 SPACES PARKING 2 SPACES HANDICAP PARKINI 39 SPACES PROVIDED TOTAL SHIPLEY DO -NUTS AT CAPROCK CROSSING TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL 12393, PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, L.I.C. C/O CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)492 -0425 SURVEYOR: BRAD KERR, RPL.S NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TX 77803 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. Po Box 11995 COLLEGE STATION. TX 77842 (979)754-3900 SCALE VERTICAL N/A HORIZONTAL 1111=20 PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET C� -294- 205.20 TG\ 295.00 TC\ 10' PUE7*295.35 TO 4- .92 295.65 TG\ 11752/292 295.28 TO /294.96 9 TO 9* 290.44 N 9v b C-4 , Nv 'A 7 10 TO TC 294.30 �294.95 TP 264.65. TP 2915.00 TP 294.70 TP *\294.25 TP 7 TO lid 294.00 TO 293.60 TP/ LOT 2R 294415 TO - N BL= I L c14 039 ACFES DUMPSTER PAD WITH 6' TALL WOOD SCREEN 264.65 7P To IRRIGATION SLEEVES S 294.37 TO P294.13 TO 294 23 TO 0. 15' PRIVATE UTILITY EASEMENT 293.82 TP 12393/65 EXISTING 15' DRAINAGE EASEMENT ST ST ST T ST ST 294.51 1P R1 51 PENCIL ENCLOSURES f I AND METAL GATES 295.30 TO 1' CURB CUT 291.10 FL 295.45 TO 295.62 TO yk/ -295 295.20 TP 5' 293.05 TP 295.15 TP 295.35 TP 294-29rLIS TP 204.70 TP\ + 294.50 TO/' 9. T ST 1295.70 TW* S _ST 295.65 TIC -293- 295.55 C ST -ST--3T----ST:-- ST20_�r,__ST_ T _ST_ 295.35 TC ST sr ST ST ST ST -205-68 295.50 TO ST ST ST S1 ST__� ST ST 'r ST 295.53 TIC ST ST� ST ,f TO T _11�? - - - - - - Sw T ST 8. 29ZOO FL 29&40 TO 93 6' PROPOSED SIDEWALK 295.25 TP TO 295.331 TP 295.70 ci 29&05 TO 296.82 TC 295 296.95 TW M295.90 TO .75 TO 296.20 TC\ '295.84 TO V:1 29515 TO 96.20 TO 'Zl- S, PROPERTY T SHEET St-ohnuoltz Enaineering, LICENSE NO. 109835 2730 1angmlre, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 FEBRUARY 2015 ISITNG 2e PRIVATE STORM! w-16 r -------W 6-W-16 >V1, . I t>/ . . __ 296.1 TC SEWER PIPE W-16 T7 1� v I., W-1 6 v - F W-16 W-16 W-16 -W-16 -W-1 W-16 7296.30 TW 11�_ . ....... 295.70 TW 295 .48 TC 1>95.93 TIN 295.80 w W-16 -16 -W-16 W-16 -16 -W-16 '\295.85 TN 1� 0 J '7 295.70 TO > 6 295.30 TO w Ife 295.50 TO 16-- 6 -W-16 16 EXISTING WELLBORN -16 SUD 16" WATER LINE W-1 -w-16 _w_1 W-16 164 W-16 -W-16 -295.43 TW 16 > 296.50 TW 295.35 TIN 296 296.25 TP 296.50 TW 296-M TIN 296.22 TW_ 296.55 TW 2nQ6.59 TW 7 296.59 TIN 296.59 TW 6.36 TW t7 WELLBOR D SU V 297.20 TP -298.80 TW WATERLINE EASEMENT 296.10 TO 296.65 TW v 296.00 TW 296.47 TW 3645/278 1� v , ll. > ilk 13 \296 80 Tw. 3W5 7pp > 297.30 TP 207.28 TIN 01 40' PUBLIC '77 ACCESS EASEMENT 297.38 7W 297.28 TW 296.80 TW 11752/292 ' -,> \ 3 Tw i V 297.30 1P EXISTING SIDEWALK 297.38 vs > 296.85 TO TW 6' p(Is vs m 84 Ck 7.0 297.38 TP 297.16 TIN 297.38 TW �77QRIm 297.40 TW 4Y T. 297.. 297.40 TW 297.28 TW 1 297.38 T A LO > m 4 3111'11�_"" 1.60 ACHES SHIPLEY DO -NUTS PROPOSED BUILDING I STORY 2,400 SF m FF = 297.40 297.38 TW 19' MAX HEIGHT EXISTING 297.40 TW 297.05ti DRIVEWAY .297.40 TW m 297.39 7' PUE & PUBLIC ACCESS 297.28 TIN V 11752/292 297.28 TIN 297.35 TW 296.60 TO 297.'35 TIC 296.74 TO 297.28 TW NIN, 2WING ONSTRUCTION NOTES, MOOR I I. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS 70 RECEIVE PAVEMENT OR WITHIN THE STREET 297.26 TW RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS 297.35 TO 10 5 0 10 DETERMINED BY THE STANDARD PROCTOR TEST, 6 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4Z ABOVE THE OPTIMUM '04RE91ZINTENT. AREAS OUTSIDE OF THE STREET 297.35 TO RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 296.85 TP SCALE IN FEET 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHAM BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROLUNV SHALL BE REMOVED AND REPLACED. 10 297.28 TO 296.78 TP 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1VI•4/ 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. MATCH LINE (THIS SHEET) S. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 3' OF PAVEMENT OR SIDEWALK. 296.58 TP C6 PLANS. MINOR ADJUSTMENTS 6. THE CONTRACTOR SMALL FOLLOW THE GENERAL INTENT OF THE GRADING lel I , i.. , z 297.60 TIN 10 THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH DUSTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE 297.88 TC 297.62 TIN C. 'a 7.61) TC, A n, ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. _01 297.38 IP 297 57 TW 297.81 TC 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL 297.57 7W 297.31 TP PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6* SANDY LOAM TOPSOIL PRIOR 70 PLACEMENT OF GRASS SOD OR HYDROMULCH. 297.86 TO 5' PROPOSED S. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 297.71 TIN SIDEWALK 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWAT ES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 297. TIN 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. ml +-296-92 TP 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY X COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY *PLUG* SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING MATCH LINE THIS SHEET) ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS. AND A MINIMUM OF TWO FEET THICK, 11 REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. woom OF 'N L E 10983 5- '116J FIRM j �1232 1-1%SCHULTZ ENGINEERING. LLC SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I -COLLEGE STATION, TX A SCALE VERTICAL N/A HORIZONTAL 111=2U PLOTTING SCALE: 1:1 FILE NAME: 14-360 L S THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., C� ISITNG 2e PRIVATE STORM! w-16 r -------W 6-W-16 >V1, . I t>/ . . __ 296.1 TC SEWER PIPE W-16 T7 1� v I., W-1 6 v - F W-16 W-16 W-16 -W-16 -W-1 W-16 7296.30 TW 11�_ . ....... 295.70 TW 295 .48 TC 1>95.93 TIN 295.80 w W-16 -16 -W-16 W-16 -16 -W-16 '\295.85 TN 1� 0 J '7 295.70 TO > 6 295.30 TO w Ife 295.50 TO 16-- 6 -W-16 16 EXISTING WELLBORN -16 SUD 16" WATER LINE W-1 -w-16 _w_1 W-16 164 W-16 -W-16 -295.43 TW 16 > 296.50 TW 295.35 TIN 296 296.25 TP 296.50 TW 296-M TIN 296.22 TW_ 296.55 TW 2nQ6.59 TW 7 296.59 TIN 296.59 TW 6.36 TW t7 WELLBOR D SU V 297.20 TP -298.80 TW WATERLINE EASEMENT 296.10 TO 296.65 TW v 296.00 TW 296.47 TW 3645/278 1� v , ll. > ilk 13 \296 80 Tw. 3W5 7pp > 297.30 TP 207.28 TIN 01 40' PUBLIC '77 ACCESS EASEMENT 297.38 7W 297.28 TW 296.80 TW 11752/292 ' -,> \ 3 Tw i V 297.30 1P EXISTING SIDEWALK 297.38 vs > 296.85 TO TW 6' p(Is vs m 84 Ck 7.0 297.38 TP 297.16 TIN 297.38 TW �77QRIm 297.40 TW 4Y T. 297.. 297.40 TW 297.28 TW 1 297.38 T A LO > m 4 3111'11�_"" 1.60 ACHES SHIPLEY DO -NUTS PROPOSED BUILDING I STORY 2,400 SF m FF = 297.40 297.38 TW 19' MAX HEIGHT EXISTING 297.40 TW 297.05ti DRIVEWAY .297.40 TW m 297.39 7' PUE & PUBLIC ACCESS 297.28 TIN V 11752/292 297.28 TIN 297.35 TW 296.60 TO 297.'35 TIC 296.74 TO 297.28 TW NIN, 2WING ONSTRUCTION NOTES, MOOR I I. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS 70 RECEIVE PAVEMENT OR WITHIN THE STREET 297.26 TW RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS 297.35 TO 10 5 0 10 DETERMINED BY THE STANDARD PROCTOR TEST, 6 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4Z ABOVE THE OPTIMUM '04RE91ZINTENT. AREAS OUTSIDE OF THE STREET 297.35 TO RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 296.85 TP SCALE IN FEET 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHAM BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROLUNV SHALL BE REMOVED AND REPLACED. 10 297.28 TO 296.78 TP 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1VI•4/ 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. MATCH LINE (THIS SHEET) S. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 3' OF PAVEMENT OR SIDEWALK. 296.58 TP C6 PLANS. MINOR ADJUSTMENTS 6. THE CONTRACTOR SMALL FOLLOW THE GENERAL INTENT OF THE GRADING lel I , i.. , z 297.60 TIN 10 THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH DUSTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE 297.88 TC 297.62 TIN C. 'a 7.61) TC, A n, ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. _01 297.38 IP 297 57 TW 297.81 TC 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL 297.57 7W 297.31 TP PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6* SANDY LOAM TOPSOIL PRIOR 70 PLACEMENT OF GRASS SOD OR HYDROMULCH. 297.86 TO 5' PROPOSED S. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 297.71 TIN SIDEWALK 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWAT ES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 297. TIN 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. ml +-296-92 TP 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY X COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY *PLUG* SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING MATCH LINE THIS SHEET) ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS. AND A MINIMUM OF TWO FEET THICK, 11 REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. woom OF 'N L E 10983 5- '116J FIRM j �1232 1-1%SCHULTZ ENGINEERING. LLC SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I -COLLEGE STATION, TX A SCALE VERTICAL N/A HORIZONTAL 111=2U PLOTTING SCALE: 1:1 FILE NAME: 14-360 L S THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., C� G=`—SAS"' — SAS —GIGS GAS' A AE AE --AE--- -- — AE—AE----____---AE_________ — - 10' PUE -- 11752/292-_..-_. SILT FENCE-, 12' HDPE PIPE 2O' SEMINOLE PIPELINE EASEMENT _VEERANI LLC Ilk SHIPLEY DO -NUTS / \ PROPOSSD RYILDING �� 2,400 SF rn '' FF = 297.40 t; 19' MAX HEIGHT �- _.. EXISTING ' DRIVEWAY rn EXISTING - - �T. SIDEWALK TPUE \ PUBUC ACCESS g A 3�� EASEMENT c {TI � � 11752/292 cl r 5' PROPOSED SIDEWALK b rn EXISTII +(�o HYDRA TBM 1, m N F BRAZOS TEXAS LAND DEVELOPMENT `• LLC �\ 19.466 ACREST';.. 8813//26 ZONED R NOT PLATTED t i- 7 �v REMOVE EXISTING /L CONCRETE SET AND CONNECT TO EXISTING STORM SEWER PIPE N ST ST --- - ST — A 10 5 0 10 — -- SCALE IN FEET BENCHMARK INFORMAITON n - W -i W-16 W-16 TBM 1 N: 10187898.45 E: 3579754.74 \ El EV : 297.76 .err jl� CHISELED SQUARE IN CURB INSET A THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SC;'%hultz Engineering, DEEN DOYEN, P.E.. LICENSE N0. 109835 2730 LOngmlre, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764,3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARKI REVISION BY I DATE KERR DLD DLD JPS 14-360 FEBRUARY 2015 EXISTING SIDEWALK Am ................/..... t DEVEN L DOYEN ... ..................... w ... s_ 109835 _r SCHULTZ ENGINEERING, LLC t 10 t 20 SCALE l FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES 10' PUE 11752/295 t155 PRIVATE -, — QST ST ST ST UTILITY EASEMENT / 12393/65 W,=16 W-16 W-16 EXISTING 25' 1 303 ACCESS EASEMENT M=224.69 12393/65 BOX 12393/65 V' HDPE PIPE FL IN -290.26 „ !' HDPE PIPE FL IN -289.20 24 PRIVATE 1•" HDPE PIPE FL OUT -269.67 STORM SEWER j PIPE _ 1 l 40' PUBLIC r ACCESS EASEMENT � f 11752/292 ' I i t 1 LOT 1R / BLOCK 1 �a 1.60 ACRESto Q I �f U i -25' PRIVATE CROSS ACCESS EASEMENT 11752/295 VICINITY MAP N P� b% 6 NOT T4 SCALE Ay�ti z PROJECT LOCATION a 0 ARRINGTONROA w 40� �2G G LEGEND EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY PROPERTY EASEMENTS --- EXISTING EASEMENTS — BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER UNE _ AE _ OVERHEAD ELECTRIC UNE EXISTING SIDEWALK IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION GAS EXISTING GAS UNE --••—FAQ LANE— FIRE LANE PROPOSED KEYWAY QSTORM SEWER INLET -----=- =------- ACCESSIBLE ROUTE W-16 EXISTING WATER LINE ST ST EXISTING STORM SEWER LINE s 1A s !I m i i s SILT FENCE S-8 EXISTING SEWER LINE INLET PROTECTION FLOW I\ -II MAIN I + / I UNE STD. CAST IRON MANHOLE COVER O.D.+6' AND FRAME 30' MIN. 3' SQUARE ELAN ---- O.D. + 6" MIN. 6* TOP BOTTOM SLAB 3" MIN. EACH SIDE _► -+ �- 8' SIDE WALLS #4 BARS 6' O.C.EW. 74P & BOTTOM SLAB $ACTION A—A JUNCTION BOX DETAIL N.T.S. SHIPLEY DO -NUTS AT CAPDr%.O1%"_.wj_'%_CROSS1NG CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX A A ,_ AN VIEW ATE TYPE _JA •SQUARE 28 -DAY CONCRETE STRENGTH = 3000 psi PLAN #4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6' TOP & r BOTTOM SLAB #4 BARS 6" O.C.E.W.=IB" SIDE WALLS TOP & BOTTOM SLAB SECTION A -A SINGLE GRATE INLET N.T.S. PIPE 2"X4" WIRE MESH CONCRETE O.D. ENTERU E UZED SAND, 1X2 SACK/CY, 28 -DAY CONCRETE oo°Oo a FASTENED SECURELY TO STRENGTH 3000 psi T -POST & WIRE MESH METAL T -POST BARS SIDE It WALLS a WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS OF STD. CAST IRON MANHOLE COVER O.D.+6' AND FRAME 30' MIN. 3' SQUARE ELAN ---- O.D. + 6" MIN. 6* TOP BOTTOM SLAB 3" MIN. EACH SIDE _► -+ �- 8' SIDE WALLS #4 BARS 6' O.C.EW. 74P & BOTTOM SLAB $ACTION A—A JUNCTION BOX DETAIL N.T.S. SHIPLEY DO -NUTS AT CAPDr%.O1%"_.wj_'%_CROSS1NG CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX A A ,_ AN VIEW ATE TYPE _JA •SQUARE 28 -DAY CONCRETE STRENGTH = 3000 psi PLAN #4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6' TOP & r BOTTOM SLAB #4 BARS 6" O.C.E.W.=IB" SIDE WALLS TOP & BOTTOM SLAB SECTION A -A SINGLE GRATE INLET N.T.S. PIPE 2"X4" WIRE MESH CONCRETE O.D. ENTERU E UZED SAND, 1X2 SACK/CY, OF DIFC oo°Oo a FASTENED SECURELY TO EXISTING STREET T -POST & WIRE MESH METAL T -POST v It MANUALLY CONSOUDATE AT a WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. 'MINIMUM 12' SHALL BE FULL (6" MIN)LZEQ OF FLOW t NATURAL GROUND7 pIREC , BY O.D. LIFTSINTO PLACE, TO FILL ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONS�ATE 1T _ GRADED SO AS TO PROVIDE UNIFORM �•L 12" MIN, OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE TYPICAL.. DRAIN PIPE END TREATMENT - PLAN N.LS. *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL oil 4- 4"X4' MIN. TRENCH 4" I SILT FENCE ASSEMBLY N.T.S GRAVEL BA CONSTRUCTION NOTES: I. THE CONTRACTOR SK&L BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA71ON OF ALL EXIn? UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS, (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES T INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMI CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANENT VEGEFATIYE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESFABLISf 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE DRAINAGE NOTES_ 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE HDPE PIPE SHALL MEET AASt M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE A SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE THIS INCLUDES T PIPE MATERIAL AND FITTINGS. 4, AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. I CONCRETE FOR DRAINAGE CONSTRUCTION SHALE. HAVE A MINIMUM 28 -DAY COMPRESS STRENGTH OF 3000 PSI, S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' PAVEMENT. S. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF COLLE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE, NON- STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO-TECHNICAL RETORT 0 o 2"X4" WIRE MESH 1 FASTENED TO T -POST UZED SAND, 1X2 SACK/CY, SEDIMENT CONTROL FABRIC oo°Oo a FASTENED SECURELY TO EXISTING STREET T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEP AS REQ'D. TO MAINTAIN. MANUALLY CONSOUDATE AT SPACED 6' APART WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. 'MINIMUM 12' SHALL BE FULL (6" MIN)LZEQ OF FLOW t NATURAL GROUND7 pIREC , oil 4- 4"X4' MIN. TRENCH 4" I SILT FENCE ASSEMBLY N.T.S GRAVEL BA CONSTRUCTION NOTES: I. THE CONTRACTOR SK&L BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA71ON OF ALL EXIn? UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS, (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES T INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMI CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANENT VEGEFATIYE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESFABLISf 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE DRAINAGE NOTES_ 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE HDPE PIPE SHALL MEET AASt M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE A SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE THIS INCLUDES T PIPE MATERIAL AND FITTINGS. 4, AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. I CONCRETE FOR DRAINAGE CONSTRUCTION SHALE. HAVE A MINIMUM 28 -DAY COMPRESS STRENGTH OF 3000 PSI, S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' PAVEMENT. S. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF COLLE STATION" LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE, NON- STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO-TECHNICAL RETORT 0 o COMPACTED CEMENT STABI-,I 1 oe°O° UZED SAND, 1X2 SACK/CY, FOOTAGE. oo°Oo a PUGMILL ONLY. SPADE BY EXISTING STREET 12" MIN oa LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE NOTE: 14o°o°oe ° oa° MANUALLY CONSOUDATE AT a$ o° OPTIMUM MOISTURE. STONE IS TO BE MAINTAINED o° °o SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO O f FABRIC PIPE O.D. 8 °°o °oQ °o°o o COMPACTED CEMENT STABI- 'MINIMUM 12' SHALL BE FULL (6" MIN)LZEQ WIDTH OF SITE ENTRANCE fN STRU CTI ON EXI T SAND, IX SACK/6,Y, PUGMI LL ONLY. SPADE BY O.D. LIFTSINTO PLACE, TO FILL ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONS�ATE 1T _ GRADED SO AS TO PROVIDE UNIFORM �•L 12" MIN, OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP _STORM PIPE N.T.S. 1' MIN. ��_ �kv 6" MIN. DEPTH STONE ---� VARIES (ASTM 0448. 3" TO ' ~' 00 5" DIAMETER) TO OVER 5O. 1 GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. A / EXISTING STREET 6" NOTE: MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED / GEOTEXTILE SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO O f FABRIC ADJACENT PUBLIC STREETS. SECTION A' -A \' SUBGRADE 'MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE fN STRU CTI ON EXI T SILT CONTROL GRAVEL BA N.T.S NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION N.T.S. DRAINAGE EROSIO SEDIMENT CONTROL PLAN SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14360 SHEET C3 _aE AE--. 10' PUE 11752/292 5" PA 6" PAVEMENT 20' SEMINOLE PIPELINE EASEMENT VEERANI LLC PARKING 9 ' ISLAND 2- ��,r. ±643 SF r' 19 W-16 15' WELLBORN SLID\ _16 /,f �f.' / W-16 W-16 Q _ WATER LINE EASEMENT ti� i /`'1B W-16 4-18 1 3645/278 \ ,fes,!'/ - 6� PROPOSED . so SIDEWALK DUMPSTER PAD --- -- --- 6 WITH 6' TALL WOOD��/�/'� SCREEN FENCE , Ri a ENCLOSURE WITH METAL GATES _ EXISTING -` f ' i l• WELLBORN SUD 6" BOLLARDS e \ j� j,,, . 16 WATER LiNE � /•�/ � ff, � � , / 6" PAVEMENT N11rn EXISTING x: DRIVEWAY rrI •:fir \ / /,fes m 3p EXISTIN SIDEWALK - 7 PUE PUBLIC ACCESS A ��T EASEMENT < 11752/292:.* \' 5' PROPOSED , SIDEWALK ; �\ EXISTING HYDRANT NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUMS : �h DISTANCE OF 10' APART. 24- 1/4! 4'1/4R ' 3/4"R 1 4"R BRAZOS TEXAS LAND DEVELOPMENT 10.5"/4"R { LLCj . a a'I-li/2'e . �I " 19.466 ACRES �. 8813/126 SCALE IN FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES I Jl 10' PUE 11752/295 y S� XISTING 15' PROPERTY f / DRAINAGE EASEMENT 1`- /1 ST i5' PRIVATE ST ST ST ST — ST —UTILITY EASEMENT / 12393/65 6" PAVEMENT " 16 EXISTING 24" W- 16 PRIVATE STORM EXISTING 25' SEWER PIPE ACCESS EASEMENT 12393/65 RACK I / t7Cl�NG v-40' PUBLIC gaC k 7-10 % ACCESS EASEMENT QR1�'� BgGk l 11752/292 TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT I (, %� ? ` I PROPERTY BOUNDARY LOT 1R SAWCUT & BLOCK 1 REMOVE --61' OF 1.M ACHES CONCRETE CURB S i / W IC © 1 ST ST PROPOSED STORM SEWER LINE AE `---- OVERHEAD ELECTRIC LINE EXISTING BASE EXISTING SIDEWALK _ VEMENT / 25PRIVATE CROSS ACCESS EASEMENT �10 11752/295 PROPOSED SIDEWALK GAS EXISTING GAS LINE n FIRE LANE BARS 0 18" O.C.E.W. ASPHALT PROPOSED KEYWAY PARKING 9 ' ISLAND 2- ��,r. ±643 SF r' 19 W-16 15' WELLBORN SLID\ _16 /,f �f.' / W-16 W-16 Q _ WATER LINE EASEMENT ti� i /`'1B W-16 4-18 1 3645/278 \ ,fes,!'/ - 6� PROPOSED . so SIDEWALK DUMPSTER PAD --- -- --- 6 WITH 6' TALL WOOD��/�/'� SCREEN FENCE , Ri a ENCLOSURE WITH METAL GATES _ EXISTING -` f ' i l• WELLBORN SUD 6" BOLLARDS e \ j� j,,, . 16 WATER LiNE � /•�/ � ff, � � , / 6" PAVEMENT N11rn EXISTING x: DRIVEWAY rrI •:fir \ / /,fes m 3p EXISTIN SIDEWALK - 7 PUE PUBLIC ACCESS A ��T EASEMENT < 11752/292:.* \' 5' PROPOSED , SIDEWALK ; �\ EXISTING HYDRANT NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUMS : �h DISTANCE OF 10' APART. 24- 1/4! 4'1/4R ' 3/4"R 1 4"R BRAZOS TEXAS LAND DEVELOPMENT 10.5"/4"R { LLCj . a a'I-li/2'e . �I " 19.466 ACRES �. 8813/126 SCALE IN FEET EXISTING PRIVATE 6" SEWER LINE EXISTING IRRIGATION SLEEVES I Jl 10' PUE 11752/295 y S� XISTING 15' PROPERTY f / DRAINAGE EASEMENT 1`- /1 ST i5' PRIVATE ST ST ST ST — ST —UTILITY EASEMENT / 12393/65 6" PAVEMENT " 16 EXISTING 24" W- 16 PRIVATE STORM EXISTING 25' SEWER PIPE ACCESS EASEMENT 12393/65 RACK I / t7Cl�NG v-40' PUBLIC gaC k 7-10 % ACCESS EASEMENT QR1�'� BgGk l 11752/292 #4 BARS CONTINUOUS ZONED R NOT PLATTED +/ul AND 3" CLEAR TYP. FILL /ICREIE \ &I W 24" LAY DOWN ,...--rAND RouNIXXD oFF TOP .� GL=,R SECTION M GRouT PLUG 6" SCH 40 STEEL PIPE 44~ G � AM00THND � ROUGH NOTE ALL CURBS 6" IN HEIGHTGJEXISTI UNLESS NOTED OTHERWISE 1 4. TOP OF SiDEWANK 24` St� FINISH GRADE 3` j 3"R 3'R 1« " s 1/4"R " CONCRETE 42' ENCASEIdENT "7,\ 6 3' 3" 3" 2' \ dL NOTE: 3" 1. REFER TO ARCHi1EMRAL PLAN COVERS PLASTIC SLEEVE ®_ #4 BARS MH+I CiA is = 3/4" X 18' SMOOTH EXPANSION DOWELS TYPICAI: LURA DETAIL. TYPICAL BOLLARD DETAIL NO'S. N.T.S. >v MARK REVISION I BY I DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY S%chultz Engineering, DEVEN E DOYEN, P.E., LiCENSE N0. 145835 2730 Longmire, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE KERR DLD DLD JPS 14360 FEBRUARY2015 DEVEN L DOYEN .4a s .................... �u.. %. 109835 ,r F{RM # 123 7 1� SCHULTZ ENGINEERING, LLC g■� LEGEND TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT I (, 315 PROPOSED CONTOUR I PROPERTY BOUNDARY LOT 1R SAWCUT & BLOCK 1 REMOVE --61' OF 1.M ACHES CONCRETE CURB S i / W IC © 1 ST ST PROPOSED STORM SEWER LINE AE `---- OVERHEAD ELECTRIC LINE EXISTING BASE EXISTING SIDEWALK _ VEMENT / 25PRIVATE CROSS ACCESS EASEMENT % \ 11752/295 #4 BARS CONTINUOUS ZONED R NOT PLATTED +/ul AND 3" CLEAR TYP. FILL /ICREIE \ &I W 24" LAY DOWN ,...--rAND RouNIXXD oFF TOP .� GL=,R SECTION M GRouT PLUG 6" SCH 40 STEEL PIPE 44~ G � AM00THND � ROUGH NOTE ALL CURBS 6" IN HEIGHTGJEXISTI UNLESS NOTED OTHERWISE 1 4. TOP OF SiDEWANK 24` St� FINISH GRADE 3` j 3"R 3'R 1« " s 1/4"R " CONCRETE 42' ENCASEIdENT "7,\ 6 3' 3" 3" 2' \ dL NOTE: 3" 1. REFER TO ARCHi1EMRAL PLAN COVERS PLASTIC SLEEVE ®_ #4 BARS MH+I CiA is = 3/4" X 18' SMOOTH EXPANSION DOWELS TYPICAI: LURA DETAIL. TYPICAL BOLLARD DETAIL NO'S. N.T.S. >v MARK REVISION I BY I DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY S%chultz Engineering, DEVEN E DOYEN, P.E., LiCENSE N0. 145835 2730 Longmire, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE KERR DLD DLD JPS 14360 FEBRUARY2015 DEVEN L DOYEN .4a s .................... �u.. %. 109835 ,r F{RM # 123 7 1� SCHULTZ ENGINEERING, LLC g■� LEGEND TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT XISTING CONTOUR 315 PROPOSED CONTOUR I�PSRtt �� PROPERTY BOUNDARY ---- --^- PROPERTY EASEMENTS --- EXISTING EASEMENTS ---- BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER LINE AE `---- OVERHEAD ELECTRIC LINE EXISTING BASE EXISTING SIDEWALK _ IRRIGATION SLEEVES (CENTER TO CENTER CONCRETE INTERSECTION PROPOSED BUILDING ' t � ` PROPOSED SIDEWALK GAS EXISTING GAS LINE ------M LANE FIRE LANE BARS 0 18" O.C.E.W. ASPHALT PROPOSED KEYWAY -------- =------- _= ACCESSIBLE ROUTE W--16 EXISTING WATER LiNE ST — ST EXISTING STORM SEWER LINE S-6 EXISTING SEWER LiNE TN 5" PROPOSED PAVEMENT 6" PROPOSED PAVEMENT EXISTING CURB & GUTTER TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT TYPE "D" EXPANSION JOINT. TO BE REMOVED ISLAND III I�PSRtt �� ELEV = T/C ELEVE. + 3" MATCH FL OF AREA S.F. REQUIRED SF ISLAND AREA EXISTING GUTTER PROVIDED S.F. 1 308 160 EXISTING PVMT. 2 643 180 463 ADDITIONAL INTERIOR LANDSCAPE ISLAND 60 EXISTING BASE s" RISE RIVEWAY APRON SHALL BE 3/4 (CENTER TO CENTER CONCRETE INTERSECTION MIN. 6 (28 -DAY CONCRETE RECYCLED MATERIAL 314- STRENGTH = 3500 PSI) W/ 4 AS MANUFACTURED Tr DEFORMED TiE BAR BARS 0 18" O.C.E.W. ASPHALT 8Y J O. RUSSELL CO. OR APPROVED EQUAL 4 X 18' O.C. APRONS W/0 CURB & GUTTER FOR TYING NEW SHALL BE ALLOWED ON OPEN CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. TN CONCRETE PVMT. ONLY. SECTION A -A EXPANSION & CO A TYPE "G" EXPANSION JOINT — , 1oN JdNTs ,� ,AND AT VARIES EACH RADIUS POINT. CUR@ EXPANSION PROPERTY UNE MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. SIDEWALK---..-_,._ NEAT SAW CUT VARIES TYPE "D" -REMOVE CURB LONGITUDINAL THRU RAMP JOINT EAT SAW CUT EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET SURFACING AS NEEDED SEAL WITH JOINT MATERIAL- 3/4--1 ATERIAL- 3/4" 1 `� `—TYPE "G" EXPANSION A NEAT JOINT SAW CUT COMMERCL4-L DRIVEWAY DETAIL N.T S. 5---j-152d 8` �30 * MIN.- 6` [:--30' MIN.-:d IN. BIKE RACK DETAIL N.T.S. MARK LOCATION WITH GALVANIZED CARRIAGE BOLT W X 2" t EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX ,,--RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POiNT. AMBULATORY RAMP SLOPE = 1:12 MAX ANDSCAE-1SLAND ANALYST TOTAL PARKING: 41 SPACES PERIPHERAL PARKING: 29 SPACES INTERIOR PARKING: 12 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 12 SPACES X 12 = 144 SF INTERIOR ISLANDS TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT TOTAL END ISLAND ADOI7MAL ISLAND III ISLAND AREA INTERIOR SHALL BE TIED 100% T"GER'T'SEG7TOAS AREA S.F. REQUIRED SF ISLAND AREA BOOK OF CURB PROVIDED S.F. 1 308 160 126 2 643 180 463 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED a: 591 SF (144 SF REQUIRED) SIDEWALK OR PATH WHERE APPLICABLE f BOLT IN WALK 12'• -3" SCH 40 PVC PIPE 12" BELOW TOP OF *NOTE. GRADE TYP. PVC SLEEVES UNDER PAVEMENT PVC SLEEVE SECTIONS SHALL BE 18" BELOW N.T.S. THE TOP OF PAEMENT. JOINT FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT -0F -WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D69B), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE COhITENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. HANDICAP RAMP SLOPES SHALL NOT EXCEED IIP12H. THE TOPOGRAPHY SHOWN iS FROM FIELD SURVEY DATA. STRUCTURAL BACKFILL FOR UTiLITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN W OF PAVEMENT OR SIDEWALK. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE Tr ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYD ROMULCH. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. POSITIVE DRAINAGE AWAY FROM ALL SiDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA, THE SELECT FILL PAD FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CE07ECHNICAL REPORT. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH 10 THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE iN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS ETC. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MiNiMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADA71ON REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (T)DOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS. STREETS AND BRIDGES~ ITEM 260. THE LIME STABILIZE} SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 96X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM DS98 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4X ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, 'LIME AND LIME SLURRY. THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MiNIMUM OF 12' OUTSIDE THE PAVEMENT. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LEN07H OF THE RAMP WITHIN THE PROJECT SITE RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WiTH LOCAL AND STATE ADA REQUIREMENTS. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT, FOUNDATIONS, ETC. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666. TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) STEEL REINFORCING BARS * CONCRETE PAVEMENT %--6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5". 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 8" PAVEMENT - #5 REBAR ® 12" O.C.E.W. * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.TS. r -SMOOTH DOWEL BAR NOTE: CONTRACTION JOINTS SAWED OR FORMED, SEAL SHALT. BE AT V WITH JOINT MATERIAL TYPICAL SPACING 3/8' TO 1/Y WIDE, 2- 4- NOTE: EXPANSION JOINTS SHALL BE 20' TYPICAL SPACING j -METAL OR PLASTIC CAP INSIDE " •. aq ". :°. _ PERi PLAN DIAMETER TO BE 1/16" GREATER THAN DIAMETER OR DOWEL BAR. JOINT DETAIL. SEDEWALK CONTRACTION TLT N.T.S. 1/8- R WITHJOINT MATERIAL #4 REINFORCEMENT. #4 BARS AT. 187 Q TO G / "V TYPE -0' JOINT 6' NLN. METAL K£Y WAY PLATE 0 FORMED TIE @ARS X 1a-. Ir D.C. TYPE "D" LONGITUDINA LJOINIT LONGITUDINAL JOINTS SMALL BE REOUI ONLY ON THE TO a ro- JmNr CENTERLINE OF THE PAVEMENT & IN IN TIONS AS DETAILED - L{AASOO4NNCC�NA IRB "RCCEMENT. I- NAx m !Allis MNX C=AT WITHJO SEALING NO THE EVERY INTERSECTION 300' ON TANGENTS 3/8" R TO SHALL BE TIED 100% T"GER'T'SEG7TOAS �t/8" TYPICALJOINT & REINFORCEMENT LAYOUT BOOK OF CURB FOR CONCRETF, PAVEMENT SEAL W/EI�ANSION JOINT MA SMOOTH TYPE 10' .WONT Xo 1am D.C. g4 @ARS, Ter 1/4` R 3/4" (COATED W/HEAW GREASE) CONTRACTION _ 4 3/4 (CENTER TO CENTER CONCRETE INTERSECTION .: RECYCLED MATERIAL 314- AS MANUFACTURED Tr LOSSMETAL OR PLASTIC CAP.• INSOE DIAMETT'R TO BE t/18- GREATER 3/4" 8Y J O. RUSSELL CO. OR APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP 3 MUST BE LONG ENOUGH 70 COVER Y OF DOWEL AND HAVE STOP SD END OF 77�A AIFTAL KEY N VAY PLATE CAP IS t- FROM THE END of BAR. TN 3E "G. EXPANSION & CO STRUCTION JOINT NOTE! , 1oN JdNTs ,� ,AND AT VARIES EACH RADIUS POINT. CUR@ EXPANSION TO BE SPACED AT 40' INTERVALS & RA JOINTS SHALL BE AT BG CENTERS CUR@ A: ON ALL 7WRIZ & VERTICAL TAL k VERTICAL WRVEB TYPE 'B' JOINT� CONTROL JGNTS SHALL BE AT TG CElt1ETt5. TYPE v' .PolNT1 a` LONGITUDINAL JT. O G0- . • 0 CHORD OF RAOw& (TYP.) SAWED FORMED, SEAL TYPE b' JOINT AT ALL WITHJO SEALING NO T MATERIAL RADOTS PONTS AND D REVD. N CURBS MAX. DISTANCE 300' ON TANGENTS 3/8" R TO 3/16" �t/8" 3AC BOOK OF CURB MIM. TYPE 10' .WONT TYPE 'S- JOINT TYPE '0' JDNT AT FUTURE g4 @ARS, Ter o.C.E.W. E)MSION OR AT PROP. i WORK TYPE "B" CONTRACTION JOINT TYPICAL JOINT LAYOUT AT TRANSVERSE JOINTS SHALL BE SPACED 15 (CENTER TO CENTER CONCRETE INTERSECTION W�l SCALE VERTICAL N/A HORIZONTAL 111=2V PLOTTING SCALE: 1:1 FILE NAME: 14.360 SHEET C4 10' PUE- 11752/292 1 t t ! i ! t i I i i t I i i 1 i 15' CONTRACTION EXPANSION (Np,) JOINT fi I i t ! LOT 2R JOINT BLOCK 1 t t ! r i t I I I i 0214 ACRES t f 1 t I 1' CURB CUT t 45' t ! I (TYP.) I t 1 ,,• t"' S ST ST ST ST -`� T ST ST sT ST s i S� ..... ST `T.►♦ __ST�....$�.._-- -�-r j'.� ST—.�.�j...—�.-----1-�-----------�--,..t...— \ T 1 ~' \. ST S� ST —i— ST ST STS ST ----- SC ST ST ST ST f� ST ST & �,,, •'"� - — - .- - ._ - .. - ,.. - i SIDEWALK \, ,• ""` ` i JOINTS ' of 5' W-16 W-16 W-16 1 f 4 a \ ` W-16 W-16 W-16710>fly_ 6 • (TYP.) , /FDRAINAGE1 EASEMENT IN, N, \\ � � %L�z---979.764.3900 THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY bchuftzlullE r j Q DEVEN L. DOYEN, P.E., ii �ti V LICENSE NO. 109835 2730 Longmire, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB I DLD I DLD I JPS 14,360 FEBRUARY 2015 IV SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT ZR, BLOCK 1 -COLLEGE STATION, TX E v 1P \ Ar .. 0041i.COLIN 11111fffyllir :SS EASEMENT 2/292 1 SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1;1 FILE NAME: 14360 S-' - ST ST ST ST I, I 7- -- --W-16 �-- w-16 I� !i I r� I LOT 1R BLOCK 1 1648 ACRES SHEET c 4 GAS- .� - AE _64,,AE"1_----kE-----------AE------ -_ 10' PUE 11752/292 SEMINOLE ELINE EASEMENT VEERANI LLC 2/807 CASTLEGATE BUSINESS CENTER BLOCK 1, LOT, 1 _ 3.61 ACRES 10865/036 - ZONED GC EXISTING GAS LINES 20 10 0 20 ------- - -- - �_ AE AE SCALE IN FEET PROPOSED PROPOSE PARKING LOT LIGHT CONNECT TO E. TRANSFORMER LOCATION,. ....., 6" SEWER LINE BTU TO APPROVE FINAL 6" 45' BEND LOCATION & CLEANOUT _ FL = 288.46 � _. S �5- o SEWER SERVICE PARKING LOT _ LOT 2R LIGHT EXISTING 16" WELLBORN BLOCK 1 1' CURB CUT IN PLACE RUNE ABANDON 0.8% ACRES 6" 45' VER 5w) ------ ST -- PROPOSED __. ST ST PARKING LOT ". ST ` ST ST ST S - BEND L CLEA T 6" 22.5' BEND L = 2' ST, LIGHT ST FL - 92 97 4 6" SEWER SERVICE 2.0 LF '0 1. 0X 16" BUTTERFLY6" 45' BEND VALVE r ° &CLEANOUT t VJ-1 & vi -16 W-16 W-16 - W-16 W-16 FL = 292 99 0 e W-16 -1 gW 1$ 6" SEWER SERVICE 66 PROPOSED 2.0 F ®1.10:6 16 - W-1 \ SIDEWALK CONNECT TO DUMPSTER PADGREASE TRAP WITH 6' TALL WOOD " 15' WELLBORN SLID a ° , FL = 293.01 SCREEN FENCE PROPOSED 16 WELLBORD SUD WATER LINE EASEMENT ENCLOSURE WITH 3645/278 EXISTING WATERLINE CONNECT TO METAL GATES r . 6 x WELLBORN SUd \ " . GREASE TRAP 16" WATER LINE FL = 293.87 6" SEWER SEI rn BUILDING CONNEC ON 2.9 LF ®1.1 / FL = 293 90 \ SHIPLEY DO -NUTS •:. PROPOSED BUILDING 1 STORY m �. . , \ f • - 2,400 SF FF = 297,40 '. 19' MAX HEIGHT EXISTING PROPOSE(} 22.5' = 1a q�" 1. SEWER PIPE CASING SHALL BE 150 PSI PRESSURE CLASS PIPE, CENTERED ON THE CROSSING AND SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL 2. CASING SPACERS SHALL BE AT 5' MAXIMUM INTERVALS ' SC H 40 SM PIPE GR01D SMOOTH ALL ROUGH AREAS AND ®0ES XLDEO TO LST Pro 74j-`---- 36' flu. W/commm AND MUND OFF TOP I WITH GROUT PWG B" WH 40 STEEL PIPE 36" GRIND SMOOTH ALL ROUGH AREAS AND EDGES 1 4" TOP OF SLOPE FINISH GRADE EXISTING PRIVATE 6" SEWER LINE +�S 42" . 9 10' PUE _,_._ 1.. 11752/295 ; 6" SEWER SERVICE 1`' 15' PRIVATE 6' 120.0 LF 0 1.10% / a UTILITY EASEMENT DEFLECTION / EXISTING IRRIGATION� 12393/65 SLEEVES L = 2�, 89.0 _ - SEWER SERVICE, 4 LF 1.10% 45' VERTICAL ST ST -- ST -- - ST -- ST - ST -- ND EXISTING 25' 28910 _ ACCESS EASEMENT BOLLARD CAGE DETAIL SEWER SERVICELF 0_9 00% 12393/65 -PROPOSED w ? w w.�. w ayrw w� �w PARKING LOT -W-'16 W-16 yy_1 SIEWER SERVICE GHT 17EXISTING 15' PROPERTY EXISTING 24" 2 LF 0 1.10% / DRAINAGE EASEMENT PRIVATE STORM SEWER PIPE 5' BEND 7 1 r L = 292.83 ' SEWER SERVICE 2 LF 0 1.109 � 22.5' BEND CLEANOUT 292.88 ,' EWER SERVICE LF +11+ 1'10% `'\. `'1 r6" SEWER FL = 288.88 12 STORM FL = 290.34 ds / � r DRIVEWAY PARKING LOT r .; i ) 40PUBLIC S LIGHT ACCESS EASEMENT 11752/292 C GAS MER c I Sp ° AND BOLLARD J I LOT 1 CAGE BLOCK 1 f41 LF OF ! 1.60 ACRES Q a 1.5" WATER SERVICE 2 U `EXISTING SIDEWALK ; PROPOSED PUBLIC ACCESS ,�� PARKING LOT : EASEMENT :rn / �� �UGHT 11752/292 INSET A j �t �T i' / 25' PRIVATE CROSS C� ACCESS EASEMENT S'T •.O C 3/4" IRRIGATION� `� / / 11752/295 METER EXISTING FIRE ss �0 1 DOMESTIC HYDRANT 5' PROPOSED SIDEWALK ' f \ {. f S • `•\ cgs `8 \ �. // � N/F BRAZOS TEXAS LAND DEVELOPMENT LLC S'j• \ 19.466 ACRES 8813/126 NOTOPLATTEDrS,h N lg50;' EXISTING ` SIDEWALK '- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SC;hultz Engineering, DEEN L. DOYEN, P.E.. LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 FEBRUARY 2015 .. .... :. :....N. 'Xi. DEVEN L DOYEN Si 109835 ri �0�61s FIRM # 12327 SCHULTZ ENGINEERING, LLC _11b A 6" SEWER FL = 289.07 r15" STORM FL = 290.32 r20' - 10" PVC CASING r PIPE NTH SPACERS r(SEE * NOTES) ` r m 6" SEWER FL - 292.74 10" SEWER CASING FL = 292.32 r /16" WATER FL = 290.22 rn r< A / 4� �� r r ��r G 4 4\ f G c SEWER UTILITY CROSSINGS w w ww we iww wI� 1.5" SERVICE r , r EXISTING FIRE r1" DOMESTIC HYDRANT ASSEMBLY 3/4" IRRIGATIO METER rMETER --- --- _ EXISTING 8" 1.5" SERVICEGATE VALVE r(COPPER) 2"x1.5" TEE 2" SERVICE W -Q v, W } W-8 W 8 0 2' BLOW OFF -E-_ REMOVE EXISTING CAP - 8"x2" TAPPIN PROPOSED AND CONNECT TO EXISTING 8" SADDLE AND VALVE 8" WATERLINE GATE VALVE w w� w ew• �ws w w"` i w w�wi w nj INSET A 14 SHIPLEY DO -NETTS AT CAPRQCK CROSSING CAPROCK CROSSING PHASE 5 LOT ZR, BLOCK 1 -COLLEGE STATION, TX UTILITY PLAN UTILITY NOTES- 1. OTES1. ALL ELE07RICAL UTILITIES ARE TO BE INSTALLED PER BTU PLANS do SPECIFICATIONS. 2 STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SEC7ION UNDER OR WITHIN 5' OF PAVEMENT. 3. PRIVATE WATER UNE AND PRIVATE SANITARY SEWER UNE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE. 5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SI7E. S. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 8. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6' SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 9. ALL CONCRETE BLOCKING SHALL BE MIN, 28 DAY STRENGTH a 2000 PSI, 10. Ai.L THRUST BLACKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOI, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 13. REFER TO FIGURES W1 do W2 STANDARD WATER DETAILS FOR INSTAUATION OF ALL PUBLIC WATER UNE, FIRE HYDRANTS, WATER SERVICE TAPS, METERS, ETC. SANITARY SEWER NOTES - I. PUBLIC SEWER LINE PIPE MATERIAL GREEN PVC, SDR -26. (ASTM D-3034 WITH GASKETS) OR WHITE PVC ASTM D-2241. SDR -26, CLASS ISO WHERE REQUIRED DUE TO WATERUNE CROSSING. 2. PRIVATE SEWER SERVICE LINE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WfiH THE PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. 3 PUBUC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S. 4 ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE S. PRIVATE SEWER SERVICE UNE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBING CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. S. CLEANOU7S SHALL BE INSTALLED AT CHANCES IN DIRECTION AND AT INTERVALS NO GREATER THAN 100' AS REQUIRED BY THE PLUMBING CODE OR CITY OF COU ECE STATION REQUIREMENTS. NON-STRUCTURAL ( BiRUCI & PAVEMENT CLEAN. EXCAVATED MA7W4AL SAWILL I BACK' gSTRRU�AP IMG BACLCFlLIEDAND CC A0OORDING�PACTED I PLAN GED -TECHNICAL REPORT OOMPAC7W CEMENT STA&- LMED SANT?. III SACK/CY. PUGO L ONLY. SPADE BY LPTS NM PLASS. TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOWATE AT OPIMUM MO{STLft TO BOTTOM OF PAVEMENT STRUCTURE OR WITHIN 12' OF FINISHED GRADE iY L�T5�0, SPADE TO FEL ALL VOIDS BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. 0 5 0 10 SCALE IN FEET 5 2.5 0 5 SCALE IN FEET SCALE VERTICAL N/A HORIZONTAL 1'=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET C6 GZ_ "_GAS - 117 3� 3/4" IRRIGATION METER \ N s. Of SC%;hultz ETgneering, ongmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD I DLD I JPS 1 14-360 FEBRUARY 2015 00114 20 10 0 20 SCALE IN FEET ( - - - ' : . .............. f- - - - - ST ---7 ST-- ST— ST— ST— ST— ST-- it W=18 ---T_ W-16 W_ 16 Y THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION i SHIPLEY DO -NETTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX GENERAL NOTE: II 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING !LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPER DISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER WHEN THE REMAINDER OF THE LOTS DEVELOPED. IRRIGATION SYSTEM NOTES: I 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSU D. 2. IRRIGATION SYSTEM UST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, R A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PO R CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVI ES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PE CITY ORDINANCE 2394. PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK LIVE OAK 2.1" -3.4"C-AL (Quercus virginiana) 5 750 3.5" > CAL (Quercus virginiana) CANOPY 2 300 600 CREPE MYRTLE CANOPY 1.25" CAL (Lagerstoemis indica) 8 320 WHITE CREPE MYRTLE L NON -CANOPY 1.25" CAL (Lagerstoemla Indica) 1070 5 40 200 NON -CANOPY DWARF SEA GREEN 5 GAL. JUNIPER 108 10 1080 (Juniperus Chinesis) SHRUB F- TOTAL: 1884 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.1" -3.4"C-AL (Quercus virginiana) 5 750 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemis indica) 8 320 _ NON -CANOPY TOTAL STREETSCAPE: 1070 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3*' PVC PIPES [ POINTS PE PROJECT AREA: 35,469 SC UARE FEET OF SITE AREA 35,46 SF / 1,000 = 36 36 x 30 = 1,080 POINTS ADDITIONAL LANDSCAP POINTS FOR STREETSCAPE: 261'/50 x 3,PO POINTS = 1,566 POINTS TOTAL POINTS REQUIRED: 1',080 + 1,566 = 2,646 POINTS TOTAL POINTS PROPOSED: 2,950 POINTS (1,350 POINTS FROM CANOPY TREES = 45%) GREENS PRA�RIE STREETSCAPE: CANOPY TREES (1 PER 32'); 261 / 32' = 9 CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED 8 NON–CANOPY TREES PROVIDED* * 2 NON–CANOPY TREES COUNT AS 1 CANOPY TREE LANDSCAPE PL SCALE VERTICAL N/A HORIZONTAL 1"=2U PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET �GA.�-"'GA5"- "i37�S "Z�'Z5 -`�- G7C5- GR'^- ^'SAS•"- -'8'AS -@� �s Gft� --SA S ..,� �_ AGAS E AE AEAE --�-- M AE -- _-A r A£ AE - 0 £ !TO STING 16" WATERLINE BE ABANDON IN ROPOSED 16" WELLBORN CE SUD WATERLINE S� ---,. Si ST sT ST ST ST �-- ST Si STA. - otos 16' 45' MJ BEND kcA W-16 W-16 -16 WW- ..m... CONNECT TO 16" �• WATERLINE AND INSTALL 16" BUTTERFLY VALVErn, VHS 20 10 0 20 SCALE IN FEET �--T T J If, 1 f \ PROPOSED SEWER PROPOSED STORM//0/ �N UNE / SEWER / // EXISTING STORM iN-76 W-16 �Q e> a I F 308 N STRUCTURAL BACKFILL 219 LF zoo PROFILE SCALE A.ligmneni Oaia: 14--360 1 ATP 1"=40' HORZ. Number Start Station End Station Length Lane/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting Lt 0+00.00 0+06.00 6.00 N11' 51' 29"E 10187856.03 3576543.34 10187861.90 3576544.57 L2 0+06.00 2+14.07 .208.07 N43' 11' 17'E 10187861.90 3576544.57 10188013.61 3576686.97 L3 2+14.07 2+24.52 10.45 N20' 41' WE 10186013.61 3576686.97 10188023.39 3578690.66 L4 2+24.52 2+30.00 5.46 Na 111' 17"E 10188023.39 3576690.66 10188027.38 3576694.41 a I F 308 N STRUCTURAL BACKFILL 219 LF zoo PROFILE SCALE 1"=40' HORZ. 1 "=4' <-VERT. 304 304 300 300 aESIGN .' p �3 GRADE N •� g GROUND 296 f 296 Ori d z z W oz RN Nt ._..•..r �+ gyp' 4' MIN �al u11� '7 m o n n N to x°Di m in SEWER BURY ® IN me ^Orn oma, j� 292 a" N A N� u EL d p'`.,.-10 SEWER CASING 292 CONNECT TO 16" si WATERLINE AND INSTALL 16" BUTTERFLY VALVE - 13x CONNECT TO EXISTING 16" WATERLINE 288 288 A A AxW m m m � g 284 NN N 284 280 280 276 276 WZ w.z-,F C9 a LL w 272 272 -0+50 0+00 1+00 2+00 3+00 16" WELLBORN SUD WATER LINE RELOCATION --_- THE SEAL APPEARING ON THIS • DOCUMENT WAS AUTHORIZED BY S(-;%,hU111/. EaV'LLu DEVEN L DOYEN, P.E., �✓ LICENSE NO. 109835 27ongmire, Suite A FEBRUARY 17, 2015 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 FEBRUARY 201L5�j c1�OF ^,.......,. NAL. DO 109835 c .... r FIRM # 12327 SCHULTZ ENGINEERING, LLC i - - SEWER S ST /ST /ST -- CONNECT TO EXISTING _ 16" WATERLINE -16 W;' 16 STA. - 2+24.52 / 16" 2ZS' MJ BEND j / STA. - 2+94.07 18` 22.5• MJ BEND f• I SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE EINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING, 4. WATERLINE PIPE MATERIAL PVC, DR -18 (AWWA C-905, CL 235) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 5. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 6. WATER SERVICES SHALL NOT BE ANY DEEPER THAN 3 FEET NOR ANY SHALLOWER THAN 2 AT THEIR TERMINUS AS COMPARED TO FINISHED GROUND. 7. ALL SERVICES SHOULD TERMINATE WITH A BALL VALVE INSTALLED BY THE DEVELOPER. S. THE ENDS OF THE ENCASEMENT PIPES SHALL BE SEALED. THE ENCASEMENT PIPE SHALL BE SUPPORTED BY CASING SPACERS AND SHALL HAVE RESTRAINED JOINTS. STRUUCCIURAL STRUCTURAL BACKFILL t BACKFILL PAVEMENT STRUCTURE PER PAVING PLAN CLEAN, EXCAVATED MATERIAL BACKFILLED AND COMPACTEp ACCORDING TO CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- UZED SAND, I* SACK/CY. PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE BANK SAND, SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. t2" 1'x-7 12" MIN. MIN. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. 16" WELLBORN SUD WATElk-La-INE RELOCATION PLAN & PROFILE SCALE VERTICAL 1'1_401 HORIZONTAL 111=2U PLOTTING SCALE: 1,1 FILE NAME 14.360 SHEET C7 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2% to 4% 2% MAX., 1% MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. � P ' L olk W lihe eef ° o PER TAS n STANDARDS SIDEWALK SLOPE REQUIREMENTS SWi-00 4"x4"x3116" STRUCTURAL STEEL TUBING 8' O.C. MAXIMUM—� I . —8' O.C. MAXIMUM 12" O.C. 6" O.C. `1-4"x2"x3/16" STRUCTURAL STEEL TUBING 4"x4"x3/16" STRUCTURAL A\L1"x1"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 4- 6 TYPICAL PEDESTRIAN 1/2" DIA. BOLT GENERAL. NOTES: CONNEMONDETAIL SWI -01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. NOTES: 1, SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED i" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @,V O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE 0.4% WET OF THE OPTIMISM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR (1 /2" O X 1 S",12" O.C. 114" R 3/4" (COATEDASE) WITH HEAVY —� 3'-0" MIN. 6•-0" VARIES- , 4" - 2%MAX. RECYCLED MATERIAL, 112�/w SEE NOTE 4 THICK AS MANUFACTURE BY J.D. RUSSELL CO. OR ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETI BE LONG ENOUGH TO COVER 2"OF @ 18" OCEWBARS #4 O.C.E.W. STRENGTH =3000 DOWEL AND HAVE STOP SO END OF 4"THICK MIN. CAP IS 1" FROM ENO OF BAR. fee euneu s�n� SIDEWALK EXPANSION & l,U1N ,-j 1 li U U I WiN j U11N l SAWED OR FORMED, 118" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R T SIDEWALK CONTRACTION JOINT SWEEP SAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDEWALK 3-1/2" 9 A „¢ 7.5" 6„ 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDENVALK PAVER SECTION CONCRETE SIDEWALK ALONG LOCAL STREETS Q I 3'-0" MIN. 6'-0" VARII �- 2% MAX. SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI 4' THICK MIN.) EE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER I ACCEPTABLE TRAFFIC RATED 8'-0"VARIES— PAVER MATERIAL � F 2% MAX. SEE NOTE 4 SEE NOTE 3 -1 28 -DAY CONCRETE #3 BARS @ 12" O.C.E,W. OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) $EE FINISH NOTE ALONG MINOR COLLECTORS SWI -02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, THE CITY OF BRYAN'S PREFERENCE FOR MARKING CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN 4' THE PLANS. PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; THE PLANS. OF APPROACH SIDEWALKS AS DIRECTED. "VARIES HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO "VARIES to 3/16" NOMINAL- VARIES NEENAH GRATE BOLTED SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. RE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS ANNULAR SPACE IN PLACE OR APPROVED EQUAL 3' I, GREEN SPACE 1. 'i, G9�Oi SHALL BEA MINIMUM OF 4' X V WHOLLY CONTAINED WITHIN . s °•. °.�'° e SIDEWALK �' ° • THSE ALLOWED ONLY WITH OVAL OF VA THE APPPREFERENCES THE CITY ENGINEER. 8' ; • .3i �:.NAMP SURFACE ON I ANDING AT STREET EDGE °G ', a S •¢SURFACE W °' •' ° DETECTABLE6''SIDEWALK WARNING 1r- CURB RAMP IS 2%. c nn SW2-lIl! 4 BARS MP \ 12:1 �s DETECTABLE 6' —6.,No. , 8" VARIES ` (TYP) WARNING LINE SIEPROPERTY LINEPROPERTY TRENCH GRATE MAY ONLY BE MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 1f OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. ALLOWED WITH 'P 'Q THE CITY ENGINEER. PRIOR APPROVAL FROM THE CITY ENGINEER AND 90�� O ?s 7, WHERE THERE IS NO OTHER ? , SC `r�� CAN BE FOUND IN THE TMUTCD. �y S �'•° '• AVAILABEWERSYSTEM 23' (10' CURB RADIUS) y9�� \ ° ; •° .. '. • 9�� •° • : °' al's WARNING SURFACE �, ,�. 21. (20' CURB RADIUS) \ 16.5'(26- CURB RADIUS) �P \ °' W ° a SHOULD BEA MINIMUM OF 5' WIDE. MEDIANS SHOULD BE F 'P Y STRIPING. DESIGNED TO PROVIDE ACCESSjBLE PASSAGE OVER OR J• d RAVEL) J \ W ED CROSS SLOPE NOT TO EXCEED ` w w ** 23' (10' CURB RADIUS) 215' 20' CURB RADIUS)\ G 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND AND USUAL 2% OR BE LESS THAN 1% ON ANY o W PORTION OF RAMP OR TRANSITION fn °G O STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE . 16.5' �25' CURB RADIU, o i A: *A:E FLARE 4ET _ • , TO STREET , MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE iv 0 49: Q tlia:oi7 ;P.) ALIGNED WITH THEORETICAL CROSSWALKS, OR AS a °•'•'' y K CROSS SLOPE NOT TO EXCEED • • ' 1 20/a OR BE LESS THAN 1% ON ANY °' IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. :'•:•,. ° 10, HANDRAILS ARE NOT REQUIRED ON CURB RAMPS, PROVIDE PORTION OF RAMP OR TRANSITION TYPICAL PLACEMENT OF DETECTABLE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES TO STREET SW2-01 SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR ills., LS0me&76 VeW 5'/6' SIDEWALK AMBULATORY Z 5' x 5' 8' SIDEWALK AMBLTIATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION 4!'F10000 �� 0)W LP TRENCH GRATE -w3-02 Lum�_ SW3-o0 Fs SW3-o 1 DF,TF,CTABI,F, J * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED W v * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION - A °o Z 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET TO STREET / TO STREET / .q- 1 (TYPICAL) Ilk' ryhQ�/ ryh�// ryy�j� y PROPERTYPROPERTY LINE PROPERTY / DETECTABLE LINE / DETECTABLE LINE / DETECTABLE SURFACE 1 8' SIDEWALK 1 �'' i SURFAICE 1 y —' "` yyy , _ --- ' / SURFAICE y y + y y 1• + RAMP* z ••yA 6' SIDEWALK AMP* :, rt: 1:1� ,, SLOPE "": RAMP* z >••-• 5 SIDEWALK � 1:17 SLOPE�'� SLOPE MAX. 3' EXPANSION 3' DOWEL SMOOTH SMOOTH BAR, EXPANSION JT. & BACK SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH @ 12" O.G.BACK- 112" DIA. X 16", WITH CAP @ 12" O.C. OF CURB 1/2" DIA. X 16", WITH (CAP OF CURB 6' MIN. GC EATSE) W/HEAVY OF CURB 6' MIN. (COATED EASE) W/HEAVY 6' MIN. CAP (4 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES S SW3-03 I SW3-04 I SW3-05 1 -JF mW U W -a► aFa-G DETECTABLE WARNING SURFACE 4" MAX. AND USUAL CROSSWALKS: (TYPICAL) 4' XPi WIDTH (TYPICAL) CURB TYPICAL AMBULATORY RAMP W/ FLARED WINGS 1 13 VV z-vz DETECTABLE WARNINGS GENERAL NOTES: CURB RAMPS MUST CONTAIN A DETECTAI SURFACE THAT CONSISTS OF RAISED TRU DOMES COMPLYING WITH SECTION 4.29 0 DARK RED DETECTABLE WARNING SURFACE ADJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSE% IN THE PLANS. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULA ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WAF SURFACE FOR EACH CURB RAMP TYPE. DETECTABLE WARNING SURFACES SHALL BE A MINI 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TR AND EXTEND THE FULL WIDTH OF THE CURB RAMP C LANDING WHERE THE PEDESTRIAN ACCESS ROUTE DETECTABLE WARNING SURFACES SHALL BE Lt THAT THE EDGE NEAREST THE CURB LINE IS A M 6" AND A MAXIMUM OF 10" FROM THE EXTENSIOI FACE OF CURB. DETECTABLE WARNING SURFAII CURVED ALONG THE CORNER RADIUS. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, POLYMER COMPOSITE, PRECAST POLYMER CON AND CONCRETE. DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE EXPANSION Jf AS REQUIRED (TYP ) LA SIIDDE FLARE - FACE OF CURB TRUMCA TED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER N8 , PEDESTRIAN FACILITIES THE CITY OF BRYAN'S PREFERENCE FOR MARKING ` GENERAI. NOTES: CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" 1, ALL RLC)PER ARE MAXIMUM Al I nWAFtLF, THE LEAST STYLE). THE CITY OF COLLEGE STATION'S 3. SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; OF APPROACH SIDEWALKS AS DIRECTED. 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 2. LANDINGS SHALL BE A 5'X T MINIMUM WITH A MAXIMUM to 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. RE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS PEDESTRIAN CROSSINGS THE LONGITUDINAL (OR "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SHALL BEA MINIMUM OF 4' X V WHOLLY CONTAINED WITHIN TYPICAL PLACEMENT OF DETECTABLE WARNING THSE ALLOWED ONLY WITH OVAL OF 5 THE APPPREFERENCES THE CITY ENGINEER. VEHICULAR TRAVEL PATH. SURFACE ON I ANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" W NCHES LENGTH NGS SHALL APART E 1r- CURB RAMP IS 2%. c nn SW2-lIl! THND TRANSVERSE E MARKIN CONSIST DE OF TWO 12 -INCH LINES SEPARATED BY 6 FEET 6' WHERE PEDESTRIANS LD N WOULD NOT NORMALLY WALK ACROSS OF UNMARKED PAVIEMENT. ALL CROSSWALK PAVEMENT PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 1f OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. FOR TYPE 1 MARKINGS UNLESS OTHERWISE APPROVED OTHERWISE, PROVIDE FLARED SIDES. Q ZBY LANDING THE CITY ENGINEER. O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7, FOUND IN THE CURRENT EDITION OF THE TEXAS w V CAN BE FOUND IN THE TMUTCD. ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. OF CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, al's WARNING SURFACE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ' BE SHOULD BEA MINIMUM OF 5' WIDE. MEDIANS SHOULD BE N PARALLEL TO STRIPING. DESIGNED TO PROVIDE ACCESSjBLE PASSAGE OVER OR RAVEL) THROUGH THEM. ED 4" MAX 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND AND USUAL STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE o i A: *A:E FLARE 4ET IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE iv 0 49: Q tlia:oi7 ;P.) ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 0"Ma. AX CURBOF 10, HANDRAILS ARE NOT REQUIRED ON CURB RAMPS, PROVIDE TYPICAL PLACEMENT OF DETECTABLE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES WARNING SURFACE ON SLOPING RAIYIP RUN SW2-01 SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR ills., 2-3/81: --T Z 5' x 5' 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS F Jo LANDING 0 0 0 O 1„ Q Z oaW 4!'F10000 �� 0)W LP 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG Lum�_ 8. Lumw DF,TF,CTABI,F, J 4" MAX W v 5 WARNING P,4 T TR ` E— a OSLOPE - A °o Z 1� (TYPICAL) (TYPICAL) 4' XPi WIDTH (TYPICAL) CURB TYPICAL AMBULATORY RAMP W/ FLARED WINGS 1 13 VV z-vz DETECTABLE WARNINGS GENERAL NOTES: CURB RAMPS MUST CONTAIN A DETECTAI SURFACE THAT CONSISTS OF RAISED TRU DOMES COMPLYING WITH SECTION 4.29 0 DARK RED DETECTABLE WARNING SURFACE ADJAC UNCOLORED CONCRETE, UNLESS SPECIFIED ELSE% IN THE PLANS. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULA ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WAF SURFACE FOR EACH CURB RAMP TYPE. DETECTABLE WARNING SURFACES SHALL BE A MINI 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TR AND EXTEND THE FULL WIDTH OF THE CURB RAMP C LANDING WHERE THE PEDESTRIAN ACCESS ROUTE DETECTABLE WARNING SURFACES SHALL BE Lt THAT THE EDGE NEAREST THE CURB LINE IS A M 6" AND A MAXIMUM OF 10" FROM THE EXTENSIOI FACE OF CURB. DETECTABLE WARNING SURFAII CURVED ALONG THE CORNER RADIUS. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, POLYMER COMPOSITE, PRECAST POLYMER CON AND CONCRETE. DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE EXPANSION Jf AS REQUIRED (TYP ) LA SIIDDE FLARE - FACE OF CURB TRUMCA TED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER N8 , GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 26 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. AT NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE woo se 4. MIN. 4" L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SEMONA A O cn V w 0 L) CITY OF BRYAN The Good Life, Texas &Ijle." DRAWN BY: C.L.M. ,, DATE 08-01-12:; SCALE: N T S APPROVED: W. P. K. FIGURE: N I SHEET 1 10F 1 PEDESTRIAN FACILITIES GENERAI. NOTES: 1, ALL RLC)PER ARE MAXIMUM Al I nWAFtLF, THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE A 5'X T MINIMUM WITH A MAXIMUM to .To 2% SLOPE IN ANY DIRECTION. z RE 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS o SHALL BEA MINIMUM OF 4' X V WHOLLY CONTAINED WITHIN Cn THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. W 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND 1r- CURB RAMP IS 2%. 5, CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY G WHERE PEDESTRIANS LD N WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE 1f OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. L, OTHERWISE, PROVIDE FLARED SIDES. 'ERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. OF 7 TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN ' BE SHOULD BEA MINIMUM OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSjBLE PASSAGE OVER OR THROUGH THEM. ED 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10, HANDRAILS ARE NOT REQUIRED ON CURB RAMPS, PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 26 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. AT NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE woo se 4. MIN. 4" L CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SEMONA A O cn V w 0 L) CITY OF BRYAN The Good Life, Texas &Ijle." DRAWN BY: C.L.M. ,, DATE 08-01-12:; SCALE: N T S APPROVED: W. P. K. FIGURE: N I SHEET 1 10F 1 24" MIN; NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE n WATERLINE BEDDING SAND A PLAN T EIV UNDISTURBED DiRT NOTE: GENERAL NOTts: �-• ---= --� 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS I• J. 24" X 24" X 6" QEEPER THAN 5 FEETOMVE ND OTHERWISE DIRECTED. BY PIPE�TO f 4 28 -DAY CONCRETE IS FINISHED GRADE. OMPAGNEBARDUNDi HE GASETtRON A DEPTH OF �, �� " " 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24 X 24 X 6 28 CONCRETE STRENGTH = 2000 psi fl WITH *4 BAR AROUND 2. ALL VALVE OPERATING NUT 3 FEET MEASURED FROM THE BACK OF CURB TO THE i -DAY BY ANY MECHANICAL EQUIPMENT, FACE OF THE STEAMER ON THE FIRE HYDRANT. + STRENGTH = 2000 ps1 O ' ALL VALVE BOX. �� =-- EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE WiTH 94 BAR AROUND l- SfiRENGTH 200ppsi. S. IF MAIN VALVE IS WITHIN 60 FEET OF FIRE HYDRANT THEN ALL VALVE BOX. - A e AND PAINTED WITH TWO (2j ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT -- 10" COATS OF METAL PAINT. 3. ALL THRUST 13LOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 3, EXTENSIONS SHALL BE A MINIMUM EX 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR ONE (1 }FOOT LONG. NOZZLE SHALL BE 16 TO 24 INCHES ABOVE NEAREST FINAL WEI -A APPROVED EQUAL 3- MARK EACH SERVICE END WITH METAL "T" POST 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. =-' YELLOW 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH, BACKGROUND VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC S. ALL PIPE WILL BE LAID SO AS THE ENTIRE SARRELL i'TET't'A -A WATER SHALL BE FIRE HYDRA TRENCH BOTTOM.VE FULL BELL HOLES SHALG ON THE L BE CUTFORUSA, 12"MIN. LLLIN LOCKABLE LID.STANDARD S62 L ID. EACH BELL AND FIRE HYDRANT. GATE VALVE 1.1 V �� V WNALVE BOX TO NO. WATER LINE S REQUIRED + TRAFFIC RATED COPPERHEAD 0.4 STANDARD FiRE HYDRANT SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS 1' MIN. APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING rA OR ORED AS 2" SQUARE AWWA NUT CONTRACTOR PRiOR TO SLEEVE & VALVE EXTENSION WITH q q CiTY'S ACCEPTANCE OF AS REQUIRED CENTERING COLLAR. WORK. REt�U1RE0 ° A . `-; : ''; 6" TERMINATE V TO T FINISHED GRADE FROM TOP OF BOK. CARRIER PIPE AS REQUIRED UNDER THE SUPERVISION F A RPLS UPON STEEL BURY LINE ' ANCHOR 90° BEND TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET AS EQ, IRA E 2" SQUAREAWWA NUT GATE VALVE WNALVE BOX w4-01 EXTENSION WITH CENTERING COLLAR. { 6" STD. GATE VA E STANDARD FIRE HYDRANT a NOTES: TERMINATE W TO F FROM TOP OF BOX. MTH SS O 9 ROCKS LUMPS CLODS OR DEBRIS LARlaER THAN TWO (2) I MPAGTEDTO A iNGHEB iN THE �ARGES;i DiMENS O CO D ED BY E N�,p1ETERMIN (SEE NOT 8) 6" OJ. PIPE + a 1. FOR BEDDING AND TRENCH/NG INITNINALL EXIST/NO A D R S SEED A/ OPENCU7"S77?EETS. P VE A EA ET LS FOR 9a MUMD NSETYAS IN MOF %OF MAXI Mi U ASTM DegeeTANDARD) AT A MOISTURE CONTENT W ITNiN N HORC909 { � 6" MJ ANCHOR o AWWA C900 PRESSURE PIPE W/StRaj%SALVE STEEL BOLTS { COUPLING E 2. EVER'Y100FEETPROVIDEA W4TERST©PBLOGK SAND ORNATIVEMATER/AL MINIMUM OF 98% MAXIMUM DENSITY AS BYA8TM 0688 (STANDARD) AT A MOISTURE CONTENT WITHIN AREAS CON RETE m BLOCKING PEA GRAVEL • FILL { 14 ga. INSULATED COPPER TRACER PVC OR D.I. PIPE TO 1 F I. ABOVE WEEP HOLE WIRE AND STREETS TO BE RECONSTRUCTED. : ; :: FIRE HYDRANT LOCATION 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS (� GRANULAR MATERIAL TIiRIiST BLOCK FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREEFC OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, ORO ROAN REALIGN AS NEEDED ti �; • MATERIAL AND WHiCH, WHEN TESTED BY STANDARD TEE OR TAPPIN BLOCK USING 12"x12"x4" JOINT 1 PRECAST CONCRETE SLEAS EQUIR�D BLOCK AS DIRECTED. MIN. DIMENSION APPROX. yMyETCHHANICAL RE;piNBf? L NO$ BLOCK S. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. EQUAL TO ONE BAG OF SACKRETE OR MEGA LUGS " 6X12"GRADELOK 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE ADO (ROTATJ. SPLIT AS Ta STANDARD FIRE PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WI=T SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAIUD. BLOCK DIRECTED r NAL GRADE) OPTIUI�AI� GATE VALVE &. BOX HYDRANT ASSEMBLY REAS TO BE Pri VED wl-00 W1-02 iUON STRLiC'TT,rRAI . 2" SQUARE x 2" HIGH TRAFFIC RATED REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE OR STREETS TO BE AREAS OPERATING NUT SNAKEPIT TEST INSTALLATION TRAFFIC RATED COPPERHEAD STATION OR � r( ` SNAKEPIT TEST STATION OR APPROVED EQUAL APPROVED EQUAL V6 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE GROUND LEVEL 90° _ :.:. �'• : -' 24"x24"x6" a FlAw ......, 24" CONCRETE PAD VALVE OPERATING NUT MAX, METAL (STD.) EXTENSION 6" DIA x 1/8" MIN DETECTOR TAPE METAL DETECTOR TAPE THICKNESS STEEL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY PLATE WI 90° CUT-OUT BLOCK SODDED OR HYDROiJIULCHED AND WATERED UNTIL 48" GROWTH iS ESTABLISHED, iN DEVELOPED AREAS WHERE GRASS MIN. 1" DIA STEEL ROD TRACING WIRE 14ga SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER AT A TEST STATION. 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON 018" MiN WALL THICKNESS) EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILI Y PIPE ARE TO BE FLUSH WITH CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE OUTSIDE EDGE OF BOTTOM SOCKET �c TRACER WIRE MUST BE INSTALLED DEAD END VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS DIRECTLY ABOVE THE PIPE. Aj GATE VALVE EXTENSION COMPLETE AND THEN REMOVED BY CONTRACTOR. w i -01 UTILITY PIPE LOCATION MATERL4LS IWI-031 ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 24" MIN; NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE n WATERLINE BEDDING SAND A PLAN T EIV UNDISTURBED DiRT COMPACTED 1. EMBED COPPER LINE IN TAMPED SAND FROM SELECT FILL UNDISTURBED SOIL TO S" ABOVE AND ON BOTH MEGALUG SIDES OF COPPER PIPE. yz AND ON ALL VALVE SIGN POSTS. BREAKER VALVE PIPE VALMATiC MODEL 101 (1') SHALL INCLUDE ALL OR MODEL 102 (2° OR DETAIL, INCLUDING MAiN LINE TAPPING SADDLE, APPROVED EQUAL ENAMEL FINiSH. FURNISH ONE COMPACTION WITHIN LIMITS 1.2 SADLE AND THE WYE FOR DOUBLE SERVICE. WARNING AND ONE VALVE SIGN 10" DERGROUNDPIPELINE AND ONE POST FOR EACH VALVE 1.5 CONTACTTHECiTY INSTALLED AND AT OTHER l7 BLOW OFF BEFORE EXCAVATiNG LOCATIONS AS SHOWN ON PLANS. y THAN 45° h 3- MARK EACH SERVICE END WITH METAL "T" POST FURNISH SAME NUMBER OF YELLOW PAINTED BLUE. REPLACEMENT SiGNS AS FOR EACH BACKGROUND W DIP W/RETAINING GLAND AT BEND AN 4" 0.1 NUMBER ON VALVE SIGN LVE HERE. 12"MIN. (NOT A SEPARATE PAY ITEM) 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.1 V �� V ALL CONCRETE BLOCKING HAS REACHED 1500 psi. TO NO. CONCRETE SF,CTION A -A END OF LINE BLOCKING NOTE: THRUST BLOCK 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSI WIS.S. HOSE UNDISTURBED SOIL TO S" ABOVE AND ON BOTH 1. FURNISH AS SHOWN ON PLANS SIDES OF COPPER PIPE. AIR RELEASENACUUM AND ON ALL VALVE SIGN POSTS. BREAKER VALVE 2. PAYMENT FORBID ITEM OF "AIR RELEASE VALVE" MATERIALS, AS SHOWN IN VALMATiC MODEL 101 (1') SHALL INCLUDE ALL OR MODEL 102 (2° OR DETAIL, INCLUDING MAiN LINE TAPPING SADDLE, APPROVED EQUAL 3. PIPE SIZE SHALL BE 1" OR 2". 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX ----- -- MODEL PHRI 11") WITH HEAT OR MODEL PHR2"! . (2 WITH HEAT OR APPROVE13 EQUAL 4" X W X T CONCRETE PAD (FOR 1" PIPE 4'X 5'X T CONCRETE PAD (FOR 2" PIPE TYPE "K' COPPER TUBING WHITE BACKGROUND THRUST BLOCK NOTES: PIPELINE WARNING SIGN ( 1. FURNISH AS SHOWN ON PLANS VALVE IDENTIFICATION SIGN 6" M. J. ELL PLACED ON AND ON ALL VALVE SIGN POSTS. BLACK TAT-\` CHANN LPOST _(_ WARNING 2. SIGNS TO BE CONSTRUCTED 2'X4'X6" 90° 10,12" 6.5 ENAMEL FINiSH. FURNISH ONE COMPACTION WITHIN LIMITS 1.2 SADLE AND THE WYE FOR DOUBLE SERVICE. WARNING AND ONE VALVE SIGN 10" DERGROUNDPIPELINE AND ONE POST FOR EACH VALVE 1.5 CONTACTTHECiTY INSTALLED AND AT OTHER l7 BLOW OFF BEFORE EXCAVATiNG LOCATIONS AS SHOWN ON PLANS. y THAN 45° h 3- MARK EACH SERVICE END WITH METAL "T" POST FURNISH SAME NUMBER OF YELLOW PAINTED BLUE. REPLACEMENT SiGNS AS FOR EACH BACKGROUND W DIP W/RETAINING GLAND AT BEND AN 4" 0.1 NUMBER ON VALVE SIGN LVE HERE. 2.6 (NOT A SEPARATE PAY ITEM) 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.1 V �� V ALL CONCRETE BLOCKING HAS REACHED 1500 psi. TO NO. 1.5 NOTE 0.4 ' 2" BLACK PRESSURE 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE Np� y TO BE ADDED AFTER � WHITE BACKGROUND THRUST BLOCK B (ft) PIPELINE WARNING SIGN E ('R) G (ii) VALVE IDENTIFICATION SIGN 6" M. J. ELL PLACED ON S' BLUE, HEAVY DUTY, WING 9c NOTE: CHANN LPOST UNDISTURBED SOIL INSTALL ANCHOR COUPLING 2'X4'X6" 90° 10,12" 6.5 CONCRETE SLAB COMPACTION WITHIN LIMITS 1.2 SADLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED > , 4'-0" EARTH OR ROCK. 1.5 STANDAASTMBRDDEN8ITYPER ASTM D698 NOT GREATER l7 BLOW OFF ASSEMBLY 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. y THAN 45° h 3- MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0:5 PAINTED BLUE. AMERICAN FLOW CONTROL TRENCH 1,5 W DIP W/RETAINING GLAND AT BEND AN ADAPTER OR AN APPROVED EQUAL 0.1 WARNING SIGN MAIN LINE T �-M CROSS WXTX6" CONCRETE SLAB MJ PLUG c• • 1 i ���t#. ��•� .I1�� f 1 I 1 X3-00 r_-.jQ '-----GALV_ ELL GALV. NIPPLE -G"'" j' _,.,RETM R SAND DiSCARDAFUSE NJ PLUG - 2" METER BOX WITH I I EXIST. GRADE CAST IRON LID 1 SON. 40 GALV. PiPE AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE CONNECTION & CAP »ee-- 4" APPROVED - BRASS BALL VALVE PIPE MATERIAL `-- IRON PIPE THREAD COMPRESSION FITTING LBRASS THREAD PiPE AND BALL VALVE COPPER EXPOSED TO CONCRETE SHALLBE BRASS ELL MJ TAPPED CAP W3-01 1 CAlST IRON VALVE BOK EXTENSION - . 2' X 4' X 8" CONCRETE SLAB AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL MJ TAPPED CAP WATER MAIN SLEEVED WITH APPROVED - COPPER PIPE SLEEVING CONCRETE BLOCKING TO J, ELL PLACED ON �IN E BE IN ACCORDANCE WITH WATER UNDISTURBD SOIL DETAIL W3-00 MAIN BRASS NIPPLE CORPORATIOMSTOP. 2" BLOW -OFF RISER AIR RELEASE VALVE &• VACUUM CHECK VALVE W3-02 tiiT3-(}3 4" END OF LINE BLOW -OFF CONCRETE BLOCKING TO BE IN ACCORDANCE WiTH DETAIL W3-01) W3-04 THRUST BLOCK NOTES: THRUST BLOCK B (ft) C (ft) E ('R) G (ii) RESTRAINED JOINT 6" M. J. ELL PLACED ON 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24"AND SMALLER p 9c NOTE: W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING 6 1.5 2.5 0.3 90° 10,12" 6.5 AND REDUCER AS REQUIRED COMPACTION WITHIN LIMITS 1.2 SADLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED OF ASSEMBLY SHALL BE 95% 2. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR EARTH OR ROCK. 1.5 STANDAASTMBRDDEN8ITYPER ASTM D698 1 \I 1 ! i V T' TN-I.TNF� l7 BLOW OFF ASSEMBLY X3-00 r_-.jQ '-----GALV_ ELL GALV. NIPPLE -G"'" j' _,.,RETM R SAND DiSCARDAFUSE NJ PLUG - 2" METER BOX WITH I I EXIST. GRADE CAST IRON LID 1 SON. 40 GALV. PiPE AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE CONNECTION & CAP »ee-- 4" APPROVED - BRASS BALL VALVE PIPE MATERIAL `-- IRON PIPE THREAD COMPRESSION FITTING LBRASS THREAD PiPE AND BALL VALVE COPPER EXPOSED TO CONCRETE SHALLBE BRASS ELL MJ TAPPED CAP W3-01 1 CAlST IRON VALVE BOK EXTENSION - . 2' X 4' X 8" CONCRETE SLAB AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL MJ TAPPED CAP WATER MAIN SLEEVED WITH APPROVED - COPPER PIPE SLEEVING CONCRETE BLOCKING TO J, ELL PLACED ON �IN E BE IN ACCORDANCE WITH WATER UNDISTURBD SOIL DETAIL W3-00 MAIN BRASS NIPPLE CORPORATIOMSTOP. 2" BLOW -OFF RISER AIR RELEASE VALVE &• VACUUM CHECK VALVE W3-02 tiiT3-(}3 4" END OF LINE BLOW -OFF CONCRETE BLOCKING TO BE IN ACCORDANCE WiTH DETAIL W3-01) W3-04 THRUST BLOCK NOTES: TE SCHEDULE B (ft) C (ft) E ('R) G (ii) VOLUME (C•Y•) NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24"AND SMALLER p �C =0Os ft R C- • 5• 1.5 1- NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE INNER DIAMETER PIPE, 6 1.5 2.5 0.3 90° 10,12" 6.5 2.5 10 2 1.5 3.5 0.8 1.2 SADLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 45' 6,8" 2. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR EARTH OR ROCK. 1.5 E TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 1.5 0.2 STREET CROSSINGS HAVE BEEN INSTALLED, 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 1.5 3- MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 0:5 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 1,5 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 0.1 APPROVED EQUAL. HERE. 2.6 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.1 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 1.0 INSTALLED WITH THE MAIN LiNE CONSTRUCTION. 1.5 NOTE 0.4 0.1 0.1 USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CiTY UPON PAYMENT OF FEE. 0.6 rA OR ORED AS & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 8, LOT CORNERS SHALL BE MARKED WITH A LATH OCTED BY RE THE ENGINEER CARRIER PIPE AS REQUIRED UNDER THE SUPERVISION F A RPLS UPON STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET COMPLETION OF CONSTRUCTION. BEND SIZE A (ft) B (ft) C (ft) E ('R) G (ii) VOLUME (C•Y•) 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90° 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45' 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12 3.5 2.5 1.5 1.2 2.2 0:5 60-11.5 22.5 1.5 1,5 0.9 0.8 0.1 10,12„ 2.0 2.6 1.5 1.2 1.1 0.3 11.25 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 0.1 10,12 1.5 1.5 1,5 1.2 0.6 rA OR ORED AS THRUST BLOCK DETAILS 2OUR CONCRETE AGAINST CONCRETE SHALL NOT 1un1e'rl10ncn CA0rU EXTEND BEYOND JOINTS --7 •, ti •. • I �' T T SECTIONA-A PLAry m C W wv O� QO ti �: mCl POUR AGAINST UNDISTURBED EARTH TEE THRL.STBLOCK TYPICAL HORIZONTAL THRUST BLOCK CORP STOP 'eR LINE X �� STRUCTURAL BACKFILL AREA INCLUDES 1 • FORINFORMATSPECIFICAIONER LINE R MORE T ETA AND O FOWATER LINE CONSTRUCTION PARKING AREAS)) ANND SHALLEYS, 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION DRiVEWAYSaANO BEYOND THE CURB LINE. STRUCTURAL EXTEND 5' CEMENT EXCAVATED PIPE DETALLIW4-02 At4EEST0 JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO •r4% WET OF STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL AREAS) °.1 BIC F� 6' lw Qg�p�kF PAVEMENTAREAS �5 B!G 5' 1 SEE TECHNICAL SECTION 331213 FOR MATERIAL REQUIREMENTS GUTTER 4' uj STRAIGHT BALL VALVE W/ PLUG p (2 FOR DOUBLE SERVICE) .j N 3 E SERVICE 3 ----4'MIN._--d VIEW � l4 DOUBLESERVICE 13EE NOTE 1) WATER SERVICE (SIIORTAND LONGSIDE/ STRUCTURAL BACKFILL AREA W2-00 W2-02 CARRIER PIPE- J 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. S MPS "APS" OR 7 i7 A 12" MIN: 24" MAX, STRAIGHT BALL VALVE- --2` MI . WITH PLUG 12 FOR DOUBLE SERVICE} I A 1"TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X i" BRASS WYE (1 FOR DOUBLE SERVICE) SPACER PROVIDE 4 -- RUNNERS AT BOTTOM MIN. CLR. W2-01 \--STEEL CASING P --ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. 0 MAX -STEEL CASING STEEL (TYPE 8� AIMLESS NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND ILYMER RUNNER (EYP) NOTE: NOTE: 1 • FORINFORMATSPECIFICAIONER LINE R MORE T ETA AND O FOWATER LINE CONSTRUCTION Wllj f VALVE WtVALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION CITY GATE VALVE WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS.2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAiN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN Tf TIES INTO TEE OR TAPPING WITH A BEND SUCH THAT THE CARRIER PiPE CAN BE PULLED ABOVE MAiN, THE PARALLEL TEE OR TAPPING WiTH A SEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL SLEEVE &VALVE SLEEVE &VALVE MAIN. AS REQUIRED ENCASEMENT AS REQUIRED 2 =0" MIN• ENCASEMENT 2'-0" MIN• 314 amWATER LINE HOULD R VARIE WATER LiNE OPEN CUT OPEN CUT fi LIMIT LIMIT 5'•0" WID O PAVEMENT 8'-0" WIDTH OF PAVEMENT 0. MIH. MIN, GATE VALVE T-0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE 3'-0" BELOW DITCH FLOW Ll E. rA OR ORED AS STEEL CASING OCTED BY RE THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 w4-01 I& SELECT MATERIAL ORIGINAL GROUND OR BOTTOM OF SUB -GRADE NOTES: MATERIAL EXCAVATED FROM THE DITCH ry(y��HICH IS FREE OF ROCKS LUMPS CLODS OR DEBRIS LARlaER THAN TWO (2) I MPAGTEDTO A iNGHEB iN THE �ARGES;i DiMENS O CO D ED BY E N�,p1ETERMIN 1. FOR BEDDING AND TRENCH/NG INITNINALL EXIST/NO A D R S SEED A/ OPENCU7"S77?EETS. P VE A EA ET LS FOR 9a MUMD NSETYAS IN MOF %OF MAXI Mi U ASTM DegeeTANDARD) AT A MOISTURE CONTENT W ITNiN NO DDES ieils ST4-(!l� ST�09 ST4-02 . THl6 TE NDTAPPLYTOSTREEfSBHN RECONS}itUCTED OPTIMUMT +4%OF OPTIMUM UNDER HON -STRUCTURAL AREAS ie...YARDS PASTURES, EASEMENTS) AND TOA YARDS, DETERMINED _ i� SELECT MATERIAL 2. EVER'Y100FEETPROVIDEA W4TERST©PBLOGK SAND ORNATIVEMATER/AL MINIMUM OF 98% MAXIMUM DENSITY AS BYA8TM 0688 (STANDARD) AT A MOISTURE CONTENT WITHIN AREAS QA SELECT MATERIAL iC @ CEMENT STABILIZED SAN COMPOSED OFCEMENT ENDINGONEMBEDMENr BLOCK SHALLBEBFEET DEP /NLENGTH. NOBEODING SAND /N THIS AREA. OPTIMUM TO *4% OF OPTIMUM UNDER NEW STREET ----' _ AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. 8'% 12" MAX ©(MANUALLY CONSOLIDATE B MANUALLY CONSOLIDATE ( TOPTIMUM MOISTURE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS (� GRANULAR MATERIAL %rl } r; AT OPTIMUM MOISTURE) iii FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREEFC OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, ORO ROAN 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 MATERIAL AND WHiCH, WHEN TESTED BY STANDARD 4" 4„ LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 I UNDISTURBED SOIL j UNDISTURBED SOIL S. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0.200 SIEVE 35 PIPE p jb _ {„_ O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE ADO MAX. PLACE METAL DETECTOR 8" MIN•112" MAX. PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WI=T SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAIUD. 8" MtN.112" TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE 7. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR REAS TO BE Pri VED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED iUON STRLiC'TT,rRAI . BY THE CONTRACTOR. C CEMENT STABILIZED SAND Q OR STREETS TO BE AREAS ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY S. A PAVING OR PLATING PLACED AT THE END OF EACH RECON.STRf TC7H) WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE w4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROiJIULCHED AND WATERED UNTIL GROWTH iS ESTABLISHED, iN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. Ln a CD > w e� CITY OF RYAN Tile Good Irfe, Texas Style." DRAWNBY:CI M!, DATE. 08-01"12� SCALE: N T $ APPROVED-- W. I P. K. FzOuTaE: i i SHEET 1 OF 2 t� Service saddle, 88 sb-aps, CC threads Installed per manufacturer's recommendations. All types: @ Mater box valve: 6 = Ford Angle Stop - BA13-342W -1" 314- x 3" Long main Smith Blair 317 314" x 12" Long 5A = Ford Straight Stop -B11-444W- I" Q Corporation Stop: Ford FB 1000-4-0 - i-' © Brass bushing IPS -1"x 314- •112 Meter Nipple038.66.2.875 Service tubing: Type K copper - soft -1" Q7 Meter nipple - C36.23-2.5.314" ® Ford male adapter - C94.44 -Q -1" © CI lid w box Reade #86 Castle meter box, CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 WF -00 NOTES: LV Service saddle, SS straps, 00 threads Q Brass coupling I.P.S.. 2" Installed per manufacturer's recommendations. All main types- Swivel nut- C38.77 - 2" Smith Blair 317 Ug Mater adapter- BBIM 77 - 2" Corporation Stop: Ford FB 1800.7-0 (cc thread) - 2" Brass nipple I.P.S. - 2"x 3" Q Service tubing: Type K copper - cu - soft- 2" 0 Meter box and lid: Old Castle meter box, Cl lid with Reader #65 ® Ford male adapter - 084-77-4- 2" Meier box and lid: Old Castle 12- t� Meter box valve: round valve box 93RT 5 = Ford Angle Stop - BA -11-777W - 2" 5A ■ Ford Straight Stop - 811-777 W - 2- (6� Brass nioele I.P.S.. 2" x a, R CUSTOMER VALVE NOTES: FORD PART NO. 314"i 2.5" Long 038-23-2-5 314- x 3" Long 638-23-3 314" x 12" Long 638-23-12 Service saddle, SS straps, threads installed 3 _6 Meter box valve NOTES: Q Service SS •112 Meter Nipple038.66.2.875 4" 1-112" Meter Bushing par manufacturer's s recommendations. Ali main Types: 2" Metar Nipple b =Ford An le Stop - BA -13 -444W -Q.1" 5A =Ford Straight Stop B11 2" Meter Bushing saddle, straps CC threads to stalled per manufacturer's 6 Swivel nut- C3"64.875.1-112" Q Smith Blair 317 Corporation ® - -444W -1" Meter nipple - C38.44.2.625. I- recommendations. All main types: Smith Blair 317 07 Brass all thread I.P.S. -1412- Q Stop: Ford FB 1000.4-Q -1- Service tubing: Type K Q Meier box and lid: Old Castle meter box 2� Corporation Stop: Ford FB 1000.6-Q -1-112 11 ® � Meter adapter - Bt1M H6 -1-112" Meter i� copper -soft-1" Ford male CI lid with Reader#36 Q Service tubing: Type K copper -soft -1-112" box and lid: Oid Castle meter box, Cl lid with Reader #65 adapter - 084.44-Q-1" ®,Ford male adapter - 08466.Q -1-112-' Meter box valve: 5 - Ford Angle Stop- BA -11.866W -1-112" 6A= Ford Straight Stop = 811-666W -1-112" K OMER E CITY OF BRYAN STRAIGHT OR ANGLE TAP - lit uT�-U 1 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. INSTALLED WITH THE MEXTENSIONS IN LANE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314"i 2.5" Long 038-23-2-5 314- x 3" Long 638-23-3 314" x 12" Long 638-23-12 1" x 2.625" Lone 3 _6 1" x 11H' Long C38-04.8-5 •112 Meter Nipple038.66.2.875 4" 1-112" Meter Bushing BRIM -66 2" Metar Nipple 638.77 2" Meter Bushing BEIM-77 K OMER E CUSTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1-1/2" -_ Wfi-02 METER SWIVEL NUT OR NIPPLE-. ANGLE STOP- YIL pG'A A D0141LESEX VICE ANGLE STOP-, A 1-112" BALL VALVE (FiOLRfDOUBLE SERVICE O CITY OF BRYAN CITY OF BRYAN % STRAIGHT OR ANGLE TAP - 2" W6 -U3 NATER SERVICE RECONNECTION BOXER W z -WATER OO METER _L q, ce -1-112" X 1" BRASS WYE 0 FOR DOUBLE SERV.) EL ILE PSi PIPE NOTES: ID Service saddle, SS straps, CC threads ® Brass bushing iPS -1- x 314" instaAll miain per Cambcrriidge800 Semis orations. nipple - 038-23-2-5 - 314 t{�y Meter " Ford S70IS90 8 Bali valve - Q Corporation Stop. Ford FS 1000-41 9 Meter box and lid: Old Castle meter 3 Service tubing: Type K copper- soft -1" box, Cl lid with Reader#36 4 Ford male adapter. C84-44-1" 5 Meter box valve: 5 = Ford Angle Stop- BA13-342W -1" CUSTOMER 5A = Ford Straight Stop - B11.444W .1" VALVE 8 P MER VALVE g 9 4 Ge a 7 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" SPECIAL CONDITIONS I. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELO 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BiOTTI PIPING APPARATUS OR METER WITHIN THE VAULT. S. REINFORCED CONCRETE VAULT BASE `FLOOR SHALL BE CONS STANDARD FIVE SACK CONCRETE MIX AND REINFORCING EOMI REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNES 11 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH MECHANICAL JOiNT PIPE. 6. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES, 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. NRS FLG GATT VALVE (TYP-2) PLAN TYKW CONCRETE LID W/ 36"40" SINGLE GALVANIZED HATCHWAY HRATED) FINISHED GRADE. I OF ANY FITTING ON A MODEL SIZE L1 W1 Hi ® Meter adapter- BBIM 77 - 2" DMC-CS3 3" 8'-S" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" W.$,, 12,000 DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 i GATE VALVE r-2) 'MFG* PARK EQUIP. CO. MODEL: DMC -CS APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS ID (Typ) APPROVED METERS - SENSKUDSSRH (U. 8. GALLONS) APPROVED VAULTS - pRE CASMTc8; 9NCRETE VAULT WI ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW RETAINER GLANDS BASED ALL MFITTINGS, IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS DI 181 NRMANAGER WATER SERVIICEB 2 HOURS scn Wraa. PRIOR TO ANTICIPAs! ED DEVIATION. GRAVEL BED--- --' 12- SQ SUMP W/ CA -.If- IRON GRATE AND OPTIONj L DRAIN ELL'VA.TION T'IET-V CITY OF COLLEGE STATION METER VAULT ASSEMBLY 3-00 NOTES: NOTES; is Service saddle, SS straps, CC threads 6 Meter nipple -C3844-2.$26 -1" D Service saddle, S5 straps, GC dreads installed per manufacturer's SS 6 Swivel nut- G38-6&2-875 -1-112" recommendations. All main types 8 Ball valve per manufacturer"s{yp�� 8 Brass all thread I.P.S. -1-1/2- Cambridge 800 Series or ford S70lS90 9Q Meter box and lid: Old Castle meter box, Cambridge recommendations. ries or Ford"S701S90 8 Meter adapter - BBIM 66 -1-1J2" Q Corporation stop: Ford FB 1000.4-1" CI lid with Reader #36 2 Corporation Stop:) Ford FS 1000-6-1-112- 9 Meter box and lid: Old Castle meter 3 Service tubing: Type K copper- soft -1" 3 Service tubing: Type K copper -soft -1-112- box, CI lid with Reader #65 4 Fete male adapter- C&4 -44-'I" 4 Ford male adaptor - C84.66.1 -1i2" Ball valve 5 Meter box valve: 5 Meter valve: 5 - Ford Angle Stop - BA.4%444W -1" CUSTOMER 5 a Ford Angle Stolp - FV -43-666W -1412" CUSTOMER SA = Ford Straight Stop - B11 -444W • 1" VALVE 5A =Ford Straigh '',Slop - Bi1-686W -1-112" VALVE 2=:ij _g i 10 0-73 CUSTOMER VALVE CUSTOMER VALVE 1 e _ 0 ^A 1^17 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - I" -00 W! -U 1 Q Service saddle, 88 straps, CC threads Installed per manufacturer's recommendations. ® Swivel nut- C38 -77.2 -- 038-23-2.5 All main h�yypes: Cambridge 800 Series or Ford S701S90 ® Meter adapter- BBIM 77 - 2" Q Corporation Stop: ford FB 1000-7 (cc thread) - 2" @ Brass nipple I.P.S. - 2" x 3" ® Meter box and lid: Old Castle d Service tubing: Type K copper- ou - soft - 2" meter box, Cl lid with Reader #65 1412" Motor Ni le Ford male adapter - 08477. r Meter box and Nd• Old Castle 12" Q Meter box valve: round valve box 93RT 2" Meter Bushing 6 e Ford An®le Stop - FV -43-777W - 2" 5A = Ford Straight Stop - 811-777W - 2" 0 Bali valve t� Brass nipple I.P.S. - 2" x 6" Q Brass coupling I.P.S. .2 - CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 2" CUSTOMER VALVE NOTES. 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZEFORD PART NO. 814" x 2.5" Long 038-23-2.5 314" x 3" Long C38-23-3 314" x 12" Long C38.23.12 1"x 2.625" Lang C3844-2-625 1"x 8.6" Long 038.44.8-5 1412" Motor Ni le C38-88-2-875 1-112!'Meier Bushing BBIM-66 2"l Ni le 038-77 2" Meter Bushing BBIM-77 CITY OF COLLEGE STATION H STRAIGT OR ANGLE TAP - 1-1 /2" LWT METER SWIVEL NUT OR NIPPLE BMEETER ANGLE STOP (FOR DOUBLE 1, n j SERVICE ONLY) METE a VIFUVA A D01T&LESEXVICE G ' CITY OF COLLEGE STATION NATER SERVICE RECONNECTION 7-03 ANGLE `NUT OR NIPPLE ' A TYPE "K" COPPER PiPE (2 FOR DOUBLE SERVICE) ,^.E 1.112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) W V) z a w CITY OF BRYAN ne &.)oy1 Lrfe, Teas Sti, DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. FIGURE W6� ?15 SHEET 2 0 I I 133HS 098-1 l :3WbN 3113 V l :31VOS DNLUOld ,0Z =. l IVINOZIaOH d/N lV011H3A 31voS XZ `NOI.LV.LS aJa'I'IOD - I ?IDO'Ig `2IZ .LO'I S HSVHd DNISS02iD ?Ia02IdVD SZf1N-0Q AH'IdIHS NouonalsNoD KA a3aN31Ni lON 51 aNH ,1lN0 JNIllIW2l3d 2l0A SI NVId 3dHOSONHI SIHl s Loz AabnaB3d 09£ -til Sdr o-ia 0,10 aa3N 31ba 'ON SOr 03no8ddd NMV80 a3NJis3o a:;A3AanS LZ£ZI 'ON 3d81 006£'tr9L'6L6--+•r® Sti8LL sexal'uoijejS aVallo3 y 9,ins'aaiw8u0l OILZ ulJ89ul5u3 zlino ilo ■ Ll �s ��� - Sox I� P11 annin i - SITE SPECIFIC NOTES; -` r {na^ I EXISTING CURB &. GUTTER -7 1 3 20' SEMINOLE 1 PIPELINE EASEMENT VEERANI LLC 1022/807 CASTLEGATE BUSINESS s. CENTER ) BLOCK 1, LOT, 1 3.61 ACRES 10865/036 ZONED GC EXISTING / ,r GAS LINES �? SAS J SAS G7•CS' A ---- --- A _ - _ _...: L9 0 AE - - - 20 10 0 2 ( 36'15 30^ MIN. AE AE •�- UAbH AE SCALE IN FEET s s UAS 10' PUE PROPOSED BIKE RACK DETAIL �'. •` N.T.S. - _ - - -z94- - - - -11752 292 - - - - - _ 15 REAR TRANSFORMER LOCATION _ - - - / - SETBACK TO BE FINALIZED BY BTU EXISTING PRIVATE 6" q£ _ .- �s _* , SEWER LINE N42° 31 48 E -293.51 \ [30' MIN. 6' PARKINGs LOT LIGHT 9' 9 0 <'.5 ri TO BE REMOVED 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. 1Ht 5uoutCl rrcUrtr:T KEEP 6' RISE TO IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC III MATCH FL OF PROPERTY LINE EXISTING GUTTERJ 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE EXISTING PVMT. 3 TYPE "D" EXPANSION JOINT. REPORT. ELEV = T/C EEEVE. 1 �3" 4. LANDSCAPING AND .IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. I: E-^ 'k- "E g• 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3RISE DRIVEWAY APRON SHALL BE 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD MiN.6" (28 DAY - CONCRETE INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. I EXISTING BASE 480063; PANEL NOS. 0325E, MAP N0: 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. STRENGTH = -3500 PSI) W/ 4 I BARS C:9 18" O.C. E. W. ASPHALT 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED, TI B R 0 D E A EF RME 5 D APRONS W/0 CURB &GUTTER 4 X 18'i O. NEW SHALL BE ALLOWED ON OPEN 9 � PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. # FOR TYING DITCHED STREET SECTIONS ONLY• i0. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE CONCRETE TO EXISTING TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP CONCRETE PVMT. ONLY. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. N AA. SECTIO NCE WITH THE LIDO. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDA A �, 12. ALL STORM SEWER IScPRIVATE. STO•RM�SEWER COVERSn nm SHALL BE LABELED PRIVATE AND SHALL r_ArmN,,mu V JUIN I - EXISTING IRRIGATION { SLEEVES 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. PROPERTY LINE 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2400 SF IS II _- _ 1.500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL C' , ' -- / S �, - PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. T_ 10' PUE 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED 11752/295 DEVELOPMENT ORDINANCE. S VARIES 16 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR II I\ _ I w � �- v� �` S� s. / * RETURN CURB TO HAVE ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT f 294 R 0/ / MAINTAIN 2% - 15 SIDE STREET 28 PROPOSED PARKING SPACESFROM A WITHIN 150' OF THE SUBJECT �N� MAX CROSS SLOPE SCREENING SHALL BE COORDINATEDMWITH THE BUILDING PARCHITECTURE AND SCALE ETO MAINTAIN I,A SETBACK N �� �� „ ATRRADIUS POINT. OLL FACE IMINISHING UNIFIED APPEARANCE. COD'2`�' vl DUMPSTER PAD OT 1n / PROPOSED SEWER EXISTING 15 PROPERTY TYPE "D - "' L N / �' EASEMENT 25' MIN• R. LONGITUDINAL 17 THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURALI CV N WITH 6 TALL SERVICE 9¢ R / DRAINAGE ,- BLOCK 1 - WOOD SCREEN FENCE 9 PROPOSED PARKING SPACES 1' CURB EXISTING C • �.'� ENCLOSURE AND METAL 0.814 ACRES �� _ 2 .PROPOSED HANDICAP PARKING SPACE � 5• � _ - -.. - -, CUT GATES - - - - - .. ..._ - _ WELLBORN SUD - - - - -�a SIDEWALK _ - 16" WATER LINE 3 aa_-- �/_.. _ -ST---=5T- .=-- C _ - ST S ,A 3T ST _ST "gT i ` '. 6 �/ ----- --__- -_--- - ^ _ 15' PRIVATE - - - - \ Si - _ -� o. 2.. - - - - - - - - b -- K.:o _ b - �S `. ,. GRA - ST ST ST - ST/ ST - ST -UTILITY EASEMENT NEAT - - - N - - -20 _'R. - - __ - N N -2s4�_o - - - _ 2 �� / 12393 65 PARKING - - - 6'~' s,rZ %) / SAW CUT -.LOT LIGHT - 1f - -- - tt J/ ' \ --.- -' '295 - \ _ - _ - - -• ,i � i-- „ / --294 EXISTING 24 i `� . ::�`•�; 6 � b' o PRIVATE STO M L •2sg SEWER PIPEW-16 W-16 W- W-1 W� 6 W-16 - \ W-1616 EXISTING 25' -^ ACCESS EASEMENT �. rG O ��\ -_. •.: '`\ ,� ADA RAMPS 12393/65 65 ,•, ••': \ PROPOSED 16 �.'. -" .,�_ •:; . � ^, � �'_--_..\��4 \`rn l�>\•. \' �:'."�6 ' � Lo ` o ti P D •�L1 -T.4. t!9. PARKINGBUTTERFLY VALVE 6PROPOSED SEALK L LIG HT 15WELLB0 N SUD D PROPOSEWATER LINE EASEME T BIKE RACK WELLBORN SUD 3645/278 -. - V D \ / �� • '�� EXISTING 16" WATER LiNE o'._ .•e / '>� :�. > v 0 .::a;;: �.�WELLBORN SUD \ 6„ BOLLARDS ' • '. ,�:,�sP ��!$' o ° ' .11 \, 16 WATER LINE '\� D ��� / `•� _.._ �-z9 n 40' PUBLIC '• •. �,• •-._ �. _ , � d� SHIPLEY DO -NUTS / h. t �.;. eAC kIS�jN K Tp C ACCESS EASEMENT " ....,,\. PROPOSED BUILDING DRIV eACJ; e SCH 40 STEEL PIPE �..:...:. 1 STORYf'S / 11752/292 GRIND SMOOTH ALL ROUGH \ ; : , Cf \ / N / „UJ Y <2,400SF 01 h �;`V .AREAS AND EDGES WELDED •' � Y! TO UPRIGHT PIPES .�`` � ..., ' \. � ``�' `' :\ � FF = 297.40in' LAAV / 36 FiLL w/CONCRETE AND ROUND OFF TOP WITH GROUT PLUG �. B SCH 40 STEEL PIPE.. �•,�• ,>: ;.:� ,�^ PARKING GRIND SMOOTH ALL ROUGH X96 LOT LiGHT �\ 36r AREAS AND EDGES , r :. _ ,.... -, . ,.:• ,� 7 PUE ,& s . TOP OF SLOPE Fl ISHGRA DE ... PUBLIC ACCESS .. EASEMENT- 1 11752/292 - EXISTING SIDEWALK\ CONCREiE 25' FRONT 42. :; a 4:* ENCASEMENT SETBACK _.' ELEVATI ''`" UN \ now rm \`: i `•, . MIN DIA L'.1: \Tp�(r�y' asp . I A'� SQUIRE BOLLARD CA(7E DETAIL STEEL REINFORCING BARS CONCRETE PAVEMENT NOT RE e.. a '• ...?. • -••- -�- ^-.--c'-'-r•�*:,-•:. -�•• X _ \ SITE PLA RE DESIGI 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE .PAVEMENT PLAN \ ntr. Type (28 DAY STRENGTH = 3500 PSI) * 8„ PAVEMENT - #5 REBAR 0 12" O.C.E.W. N/F �i F * 6" PAVEMENT - 4 # REBAR ®18" „ O.C.E.W. BRAZOS 'TEXAS LAND DEVELOPMENT \•::: * 5" PAVEMENT - #4 REBAR 0 18 O.C.E.W. LLC NO, $E�X * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 19.466 ACRES2012 CITY OF �• SPECIFICATIONSBRYAN/COLLEGE STATION STANDARD ZON/1 R Sprinkled'(Y1N::;, TI'PICAL CONCRETE PAVING SECTION NOT PLATTED . FHs (Locatia�; Requl . d Flow NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE SIDEWALK OR PATH MARK LOCATION WITH WHERE APPLICABLE 1 j4'R ---24" -- GALVANIZED INSTALL �• .-----t 5" CARRIAGE BOLT W BOLT IN X 2"WALK 3' 3'R 1/4"R 3'R 1" 5" d d 12. . 6' " 3• 12'* 3 2 -';-0 3' EXTEND END 18 �� \� BEYOND CONCRETE AND TAPE BOTH ENDS - F 3" - O = #4 BARS __ 3" SCH 40 PVC PIPE EXPANSION 3/4"DOWELLS 12OOTH" BELOW TOP OF PVCSLEEVESUNDER PAVEMENT GRADE T`(P. SECTIONS SHALL BE 18" BELOW TYPICAL CURB DETAILTHE TOP OF PAVEMENT. NX.S. PVC IRRICTATION SLEEVE N.T.S. THE SEAL APPEARING ON THIS Schultz DOCUMENT WAS AUTHORIZED BY Enq'ineering, .LLC DICEN E DOYEN. P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 27, 2015 Lo College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 -- / LOT 1R - - - - 312- - BLOCK 1 SIDE 1.643 ACRES 3ACK PROPERTY BOUNDARY - Lt -- En - BUILDING SETBACK r PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST - ST PROPOSED STORM SEWER LINE AE OVERHEAD ELECTRIC LINE ALK EXISTING SIDEWALK - IRRIGATION SLEEVES 1 PROPOSED BUILDING N PROPOSED SIDEWALK 1 d a I PARKIN FLOW DIRECTION GA S STiNG GAS LINE EXISTING -----, ,RE LANE FIRE LANE 005'07'37' PROPOSED KEYWAY ® STORM SEWER INLET (18") IN HEIGHT SHALL BE ACCESSIBLE ROUTE I. ED INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. ONLY LOT LIGH 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING. THE EROSION AND SEDIMENT LOCATION AT EACH ENTRAN A TO THE PROPERTY. SUCH CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL SIGNS SHALL BE TWELVE EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE INCHES (127 WIDE AND ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. TOW -AWAY EIGHTEEN INCHES HIGH, WiT COMPANION SIGN TWELVE 11 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TA 150000 ZONE INCHES (12' WIDE AND SI REQUIREMENTS FOR CONSTRUCTION SITES. RE LANE INCHES (6') HIGH STATING RE 5. c PERMANENT VEGETATION WILL. BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION i5 NOIES: "TOW -AWAY ZONE'. SUCH TO BE REMOVED 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. 1Ht 5uoutCl rrcUrtr:T KEEP 6' RISE TO IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC III MATCH FL OF PROPERTY LINE EXISTING GUTTERJ 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE EXISTING PVMT. 3 TYPE "D" EXPANSION JOINT. REPORT. ELEV = T/C EEEVE. 1 �3" 4. LANDSCAPING AND .IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. I: E-^ 'k- "E g• 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3RISE DRIVEWAY APRON SHALL BE 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD MiN.6" (28 DAY - CONCRETE INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. I EXISTING BASE 480063; PANEL NOS. 0325E, MAP N0: 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. STRENGTH = -3500 PSI) W/ 4 I BARS C:9 18" O.C. E. W. ASPHALT 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED, TI B R 0 D E A EF RME 5 D APRONS W/0 CURB &GUTTER 4 X 18'i O. NEW SHALL BE ALLOWED ON OPEN 9 � PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. # FOR TYING DITCHED STREET SECTIONS ONLY• i0. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE CONCRETE TO EXISTING TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP CONCRETE PVMT. ONLY. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. N AA. SECTIO NCE WITH THE LIDO. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDA A �, 12. ALL STORM SEWER IScPRIVATE. STO•RM�SEWER COVERSn nm SHALL BE LABELED PRIVATE AND SHALL r_ArmN,,mu V JUIN I - EXISTING IRRIGATION { SLEEVES 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. PROPERTY LINE 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2400 SF IS II _- _ 1.500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL C' , ' -- / S �, - PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. T_ 10' PUE 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED 11752/295 DEVELOPMENT ORDINANCE. S VARIES 16 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR II I\ _ I w � �- v� �` S� s. / * RETURN CURB TO HAVE ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT f 294 R 0/ / MAINTAIN 2% - 15 SIDE STREET 28 PROPOSED PARKING SPACESFROM A WITHIN 150' OF THE SUBJECT �N� MAX CROSS SLOPE SCREENING SHALL BE COORDINATEDMWITH THE BUILDING PARCHITECTURE AND SCALE ETO MAINTAIN I,A SETBACK N �� �� „ ATRRADIUS POINT. OLL FACE IMINISHING UNIFIED APPEARANCE. COD'2`�' vl DUMPSTER PAD OT 1n / PROPOSED SEWER EXISTING 15 PROPERTY TYPE "D - "' L N / �' EASEMENT 25' MIN• R. LONGITUDINAL 17 THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURALI CV N WITH 6 TALL SERVICE 9¢ R / DRAINAGE ,- BLOCK 1 - WOOD SCREEN FENCE 9 PROPOSED PARKING SPACES 1' CURB EXISTING C • �.'� ENCLOSURE AND METAL 0.814 ACRES �� _ 2 .PROPOSED HANDICAP PARKING SPACE � 5• � _ - -.. - -, CUT GATES - - - - - .. ..._ - _ WELLBORN SUD - - - - -�a SIDEWALK _ - 16" WATER LINE 3 aa_-- �/_.. _ -ST---=5T- .=-- C _ - ST S ,A 3T ST _ST "gT i ` '. 6 �/ ----- --__- -_--- - ^ _ 15' PRIVATE - - - - \ Si - _ -� o. 2.. - - - - - - - - b -- K.:o _ b - �S `. ,. GRA - ST ST ST - ST/ ST - ST -UTILITY EASEMENT NEAT - - - N - - -20 _'R. - - __ - N N -2s4�_o - - - _ 2 �� / 12393 65 PARKING - - - 6'~' s,rZ %) / SAW CUT -.LOT LIGHT - 1f - -- - tt J/ ' \ --.- -' '295 - \ _ - _ - - -• ,i � i-- „ / --294 EXISTING 24 i `� . ::�`•�; 6 � b' o PRIVATE STO M L •2sg SEWER PIPEW-16 W-16 W- W-1 W� 6 W-16 - \ W-1616 EXISTING 25' -^ ACCESS EASEMENT �. rG O ��\ -_. •.: '`\ ,� ADA RAMPS 12393/65 65 ,•, ••': \ PROPOSED 16 �.'. -" .,�_ •:; . � ^, � �'_--_..\��4 \`rn l�>\•. \' �:'."�6 ' � Lo ` o ti P D •�L1 -T.4. t!9. PARKINGBUTTERFLY VALVE 6PROPOSED SEALK L LIG HT 15WELLB0 N SUD D PROPOSEWATER LINE EASEME T BIKE RACK WELLBORN SUD 3645/278 -. - V D \ / �� • '�� EXISTING 16" WATER LiNE o'._ .•e / '>� :�. > v 0 .::a;;: �.�WELLBORN SUD \ 6„ BOLLARDS ' • '. ,�:,�sP ��!$' o ° ' .11 \, 16 WATER LINE '\� D ��� / `•� _.._ �-z9 n 40' PUBLIC '• •. �,• •-._ �. _ , � d� SHIPLEY DO -NUTS / h. t �.;. eAC kIS�jN K Tp C ACCESS EASEMENT " ....,,\. PROPOSED BUILDING DRIV eACJ; e SCH 40 STEEL PIPE �..:...:. 1 STORYf'S / 11752/292 GRIND SMOOTH ALL ROUGH \ ; : , Cf \ / N / „UJ Y <2,400SF 01 h �;`V .AREAS AND EDGES WELDED •' � Y! TO UPRIGHT PIPES .�`` � ..., ' \. � ``�' `' :\ � FF = 297.40in' LAAV / 36 FiLL w/CONCRETE AND ROUND OFF TOP WITH GROUT PLUG �. B SCH 40 STEEL PIPE.. �•,�• ,>: ;.:� ,�^ PARKING GRIND SMOOTH ALL ROUGH X96 LOT LiGHT �\ 36r AREAS AND EDGES , r :. _ ,.... -, . ,.:• ,� 7 PUE ,& s . TOP OF SLOPE Fl ISHGRA DE ... PUBLIC ACCESS .. EASEMENT- 1 11752/292 - EXISTING SIDEWALK\ CONCREiE 25' FRONT 42. :; a 4:* ENCASEMENT SETBACK _.' ELEVATI ''`" UN \ now rm \`: i `•, . MIN DIA L'.1: \Tp�(r�y' asp . I A'� SQUIRE BOLLARD CA(7E DETAIL STEEL REINFORCING BARS CONCRETE PAVEMENT NOT RE e.. a '• ...?. • -••- -�- ^-.--c'-'-r•�*:,-•:. -�•• X _ \ SITE PLA RE DESIGI 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE .PAVEMENT PLAN \ ntr. Type (28 DAY STRENGTH = 3500 PSI) * 8„ PAVEMENT - #5 REBAR 0 12" O.C.E.W. N/F �i F * 6" PAVEMENT - 4 # REBAR ®18" „ O.C.E.W. BRAZOS 'TEXAS LAND DEVELOPMENT \•::: * 5" PAVEMENT - #4 REBAR 0 18 O.C.E.W. LLC NO, $E�X * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 19.466 ACRES2012 CITY OF �• SPECIFICATIONSBRYAN/COLLEGE STATION STANDARD ZON/1 R Sprinkled'(Y1N::;, TI'PICAL CONCRETE PAVING SECTION NOT PLATTED . FHs (Locatia�; Requl . d Flow NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE SIDEWALK OR PATH MARK LOCATION WITH WHERE APPLICABLE 1 j4'R ---24" -- GALVANIZED INSTALL �• .-----t 5" CARRIAGE BOLT W BOLT IN X 2"WALK 3' 3'R 1/4"R 3'R 1" 5" d d 12. . 6' " 3• 12'* 3 2 -';-0 3' EXTEND END 18 �� \� BEYOND CONCRETE AND TAPE BOTH ENDS - F 3" - O = #4 BARS __ 3" SCH 40 PVC PIPE EXPANSION 3/4"DOWELLS 12OOTH" BELOW TOP OF PVCSLEEVESUNDER PAVEMENT GRADE T`(P. SECTIONS SHALL BE 18" BELOW TYPICAL CURB DETAILTHE TOP OF PAVEMENT. NX.S. PVC IRRICTATION SLEEVE N.T.S. THE SEAL APPEARING ON THIS Schultz DOCUMENT WAS AUTHORIZED BY Enq'ineering, .LLC DICEN E DOYEN. P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 27, 2015 Lo College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 -- / LOT 1R - - - - 312- - BLOCK 1 SIDE 1.643 ACRES 3ACK PROPERTY BOUNDARY - Lt -- En - BUILDING SETBACK r PROPOSED SANITARY SEWER SERVICE GAS METER AND BOLLARD CAGE 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 / ULNUHMAKK INtUKMAHUN TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 \ CHISELED SQUARE IN CURB OF DEYEN.. DOYEN 109835 C AMBULATORY RAMP REMOVE CURB JOINT DETAILS.. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY .BOLLARDS. If THE THRU RAMP SLOPE = 1:12 MAX DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT, _ THEN THE PROPERTY_ OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. * 18. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE NEAT SAW iCUT 19• DUMPSTER GATE SHALL OPEN 180 DEGREES. A .6" CLEARANCE FOR CURB SHALL BE PROVIDED. 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 0 IDERED A PHASE SISCNS -TYPE "G" \-EXISTING CURB & GUTTER TO 21. FOR PURPOSES OF SIGNAGE ACCESS AND NRA CAPROCK CROSSING EXPANSION A BE REMOVED - REPLACE STREET' BUILDING PLOT. JOINT NEAT 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVENVAY DETAIL 12" FIRE LANE MARKINGS �F NERAL NOTES: PARKING RIM,] - HIS LEGEND - - - - 312- - - - EXISTING CONTOUR ----- 315 PROPOSED CONTOUR FOUR INCH (4') WHITE PROPERTY BOUNDARY - PROPER TY EASEMENTS -- EXISTING EASEMENTS - BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST - ST PROPOSED STORM SEWER LINE AE OVERHEAD ELECTRIC LINE ALK EXISTING SIDEWALK - IRRIGATION SLEEVES 1 PROPOSED BUILDING �a•4� PROPOSED SIDEWALK 1 d a I A SIGN TWELVE INCHES (12 FLOW DIRECTION GA S STiNG GAS LINE EXISTING -----, ,RE LANE FIRE LANE 005'07'37' PROPOSED KEYWAY ® STORM SEWER INLET (18") IN HEIGHT SHALL BE ACCESSIBLE ROUTE PARKING RIM,] - HIS 44 AREAS AND CURB ENDS URB ALL A CURBS AND C. SHALL BE PRINTF RED WITH TOP OF t. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING SLOPE FOUR INCH (4') WHITE LENGTH �12"x18' REFLECTIVE FINISH METAL SIGN UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF TANGENT LETTERING STATING "FIRE LANE CHORD DIRECTION C1 CONSTRUCTION IS REQUIRED. DIG TESS: (600) 344-8377 910.11' - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOTBE 121.38' CONCRETE ATMOS ENERGY: (979) 774-2506 " DESIC;IIVATED SPACED MORE THAN FIFTEEN ENCASEMENT 026'24'10' SUDDEN LINK COMMUNICATK)NS: (979) 895-2429 821-4770 1 FEET APART. C3 16.84' VERIZ IN: (979) PAWN Q 2. A SIGN TWELVE INCHES (12 16.83' 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE 2.68' WIDE AND EIGHTEEN INCHES 005'07'37' 1. REFER TO ARCHITECTU PLAN FOR PLASTIC SLE COVERS EROSION AND PREVENT SEDIMENT FROM LEAVING.THE PROJECT SITE. THIS INCLUDES THE D EL CAP GALVANIZED STEEL (18") IN HEIGHT SHALL BE MOU 2• URFA CE N I. ED INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. ONLY MOUNTED A C ONSPICUOU 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING. THE EROSION AND SEDIMENT LOCATION AT EACH ENTRAN A TO THE PROPERTY. SUCH CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL SIGNS SHALL BE TWELVE EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE INCHES (127 WIDE AND ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. TOW -AWAY EIGHTEEN INCHES HIGH, WiT COMPANION SIGN TWELVE A 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TA 150000 ZONE INCHES (12' WIDE AND SI REQUIREMENTS FOR CONSTRUCTION SITES. INCHES (6') HIGH STATING 5. c PERMANENT VEGETATION WILL. BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION i5 NOIES: "TOW -AWAY ZONE'. SUCH GNS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. SHALL BE .PAINTED ON A WHITE 1. THE SIGN SHALL BE 12' WIDE BACKGROUND WITH SYMBOLS, LEITER AND BORDER IN RED. 6. STA ON ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2 012 CITY 0 F BRYAN/COLLEGETI STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL:BE BY 18" IN HEIGHT AND BE MOUNTED . IN THE LOCATION 3. THE FIRE LANE LINE SHOWN ON COORDINATED WITH THE CITY ENGINEER'S OFFICE. SHOWN. ' THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN ILL 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR 2. SIGN SHALL ?E 0-NINTED ON BE PLACED AT THE ENTRAN E TRENCH SAFETY REQUIREMENTS. I k.GnOUni. WrTH WHITE BACKGROUND BAC SYMBOLS, LEiT6:R5, AND BORDER RTY. OF THE PROPERTY. S. _ ,- THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES "ONCE GRASS `9S ESTABLISH,_D. ' IN RED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 3. SIGN SHALL COMPLY WITH THE PROJECT SITE. C oCS FIRE SER'ACE STANDARDS. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED FIRE LANF. SIGN DETATI, DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE. NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT`THE TIME OF BUILDING FILL W/CONCRETE PERMIT AND CERTIFICATE OF OCCUPANCY. AND ROUND OFF T P WRH GROUT PLUG { 6' SCH 40 STEEL PIPE w GFUND SMOOTH ALL ROUGH EDGES 44 AREAS AND I I I I I I 13.4IF.S: 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SiGN DETAIL N N.T.S. NOT TO SCALE LINE TABLE LINE f LENGTH DIRECTION Lt 23.46' S7' 03' 36.96"E L2 19.47' S86- 07' 00.40"W TOP OF Curve Table SLOPE FINISH GRADE LENGTH �12"x18' REFLECTIVE FINISH METAL SIGN _ TANGENT CHORD CHORD DIRECTION C1 241.34' 910.11' 015'11'37" 121.38' CONCRETE S75'21'08'W C2 42" >':. { •. ENCASEMENT 026'24'10' �12"x9" REFLECTIVE FINISH METAL SIGN 36.54' S20'15'44"E C3 16.84' 120.00' 008'02'24" 8.43' 16.83' 6" NOTE: 2.68' 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE WELDED T0. 005'07'37' 1. REFER TO ARCHITECTU PLAN FOR PLASTIC SLE COVERS AL VE D EL CAP GALVANIZED STEEL MOU 2• URFA CE N I. ED TOP OF TUBE. PAINT TUBE AND CAR MIN DIA BOLLARD APPROVED EQUAL I I I I I I 13.4IF.S: 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SiGN DETAIL N N.T.S. NOT TO SCALE LINE TABLE LINE f LENGTH DIRECTION Lt 23.46' S7' 03' 36.96"E L2 19.47' S86- 07' 00.40"W SHIPLEY. DO -NUTS K CROSSING AT cA•P Ro c c CAPROCK CROSSING PHASE 5 i TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP r r� " PROJECT LOCATION SITE PLAN UT1LIlY DEMAND PARKING ANALYSIS VATER DEMAND PER LEASE SPACE REQUIRED PARKING: AINIMUM 0 GPM . kVERAGE 12.5 GPM 2700 SF OF RESTAURANT AAXIMUM (PEAK) 50 GPM W/DRIVE THROUGH AND PATIO " DOMESTIC WATER METER 1 SPACE PER 100 SF 27 SPACES REQUIRED SANITARY SEWER DEMAND TOTAL REQUIRED: 21 SPACES SER LEASE SPACE 9' WIDTH, 20' LENGTH TYP. ® 90% OF WATER DEMAND} NVERAGE 11.25 GPM PROPOSED PARKING: AAXIMUM (PEAK) 45 GPM 3" SANITARY SEWER LINE 37 SPACES PARKING 9 1.04% MIN. SLOPE 2 SPACES HANDICAP PARKING -1XTURE UNiTS = 120 39 SPACES PROVIDED TOTAL IXTURE UNITS ALLOWED = 700 PIPE SLOPE OK SHIPLEY DO-NUTS.A CAPROCK CROSSINGH.- TOTAL AREA 0.814 ACRES I CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 12393, PG. 65 AUGUSTUS, BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS "_ Y 2015, SCALE: 1 20 FEBRUARY OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)492 -0425 ENGINEER: SCHULTZ ENGINEERING, LLC PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE SHEET VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 241.34' 910.11' 015'11'37" 121.38' 240.64' S75'21'08'W C2 36,86' 80.00' 026'24'10' 18.77' 36.54' S20'15'44"E C3 16.84' 120.00' 008'02'24" 8.43' 16.83' S29'26'42'E C4 2.68' 30.00' 005'07'37' 1.34' 2.68' S2T59'19"E SHIPLEY. DO -NUTS K CROSSING AT cA•P Ro c c CAPROCK CROSSING PHASE 5 i TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP r r� " PROJECT LOCATION SITE PLAN UT1LIlY DEMAND PARKING ANALYSIS VATER DEMAND PER LEASE SPACE REQUIRED PARKING: AINIMUM 0 GPM . kVERAGE 12.5 GPM 2700 SF OF RESTAURANT AAXIMUM (PEAK) 50 GPM W/DRIVE THROUGH AND PATIO " DOMESTIC WATER METER 1 SPACE PER 100 SF 27 SPACES REQUIRED SANITARY SEWER DEMAND TOTAL REQUIRED: 21 SPACES SER LEASE SPACE 9' WIDTH, 20' LENGTH TYP. ® 90% OF WATER DEMAND} NVERAGE 11.25 GPM PROPOSED PARKING: AAXIMUM (PEAK) 45 GPM 3" SANITARY SEWER LINE 37 SPACES PARKING 9 1.04% MIN. SLOPE 2 SPACES HANDICAP PARKING -1XTURE UNiTS = 120 39 SPACES PROVIDED TOTAL IXTURE UNITS ALLOWED = 700 PIPE SLOPE OK SHIPLEY DO-NUTS.A CAPROCK CROSSINGH.- TOTAL AREA 0.814 ACRES I CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 12393, PG. 65 AUGUSTUS, BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS "_ Y 2015, SCALE: 1 20 FEBRUARY OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)492 -0425 ENGINEER: SCHULTZ ENGINEERING, LLC PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE SHEET VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 Gam- -SAS-= P otchlumitz Engineering, 2730 Long, Suite A College Station, Texas 77845 LLu 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB DLD DLD JPS 14360 FEBRUARY 2015g , 20 10 0 20 SCALE IN FEET ST ST —/ST ST/ ST — ST — ST - W-16 -16 Iyr 16 W-16 I 1 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION r- SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 -COLLEGE STATION, TX GENERAL NOTE: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (MOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPER71DISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER WHEN THE REMAINDER OF THE LOTS DEVELOPED. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER ;CITY ORDINANCE 2394. PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME &TYPE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK 3.5" > CAL (Quercus virginiana) 2 300 600 (Quercus virginiana) 5 CANOPY CANOPY WHITE CREPE MYRTLE CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 5 40 200 NON -CANOPY NON -CANOPY TOTAL STREETSCAPE: DWARF SEA GREEN NOTE: 2 NON -CANOPY TREES COUNT AS' 1 CANOPY TREE 5 GAL. NP JU IR E 108 10 1080 J ni Chinesis) u ( peros C ) SHRUB TO A L. 1880 T STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.111-3.411 CAL (Quercus virginiana) 5 750 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 8 320 NON -CANOPY TOTAL STREETSCAPE: 1070 NOTE: 2 NON -CANOPY TREES COUNT AS' 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES d ii POINTS PER 1'';PROJECT AREA: 35,469SQUARE FEET OF SITE AREA 35,46qj SF / 1,000 = 36 36 x 30 = 1,080 POINTS ADDITIONAL LANDSCAPE 'POINTS FOR STREETSCAPE: 261'/50 x 300 POINTS = 1,566 POINTS TOTAL POINTS REQUIRED: 1,080 + 1,566 = 2,646 POINTS TOTAL POINTS PROPOSED: 2,950 POINTS (1,350 POINTS FROM CANOPY TREES = 457.) GREENS PRAT IIIE STREETSCAPE: CANOPY TREES (1 PER 32'): 261 / 32' = 9 CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE 111m q iii� 111 1 I WMA111 lli 1 011 =1pVm4 in REVIEWED FOR COMPLIANCE MAR 13 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: SCALE VERTICAL N/A I HORIZONTAL 1 —20' PLOTTING SCALE: 1:1 FILE NAME: 14-.qAn SHEET L I AE AE -�AE----AE---•--•---AE--_-•-_-- AE 10' PUE -7r 15' SIDE STREET -\ SETBACK \ SEMINOLE ELINE EASEMENT 2/807 VEERANI LLC CASTLEGATE BUSINESS CENTER BLOCK 1, LOT, 1 3.61 ACRES 10865/036 ZONED GC 'EXISTING .17 GAS LINES -7 GA 20 10 0 kitAE SCALE IN FEET 15' PROPOSED REAR LOCATION SETBACK � EXISTING PRIVATE 6- TO BE FINALIZED BY BTU crucc "Kir N 3' - 4Q2 PARKING—,, --LOT UGHT 3314 V1 J r -311n W 321E. 38&-- --111111-31 W1 in 28 PROPOSED PARKING SPACES LOT 2R PROPOSED SEWER-\ SERVICE -()7 ------ LOT LIGHT. ls CURB CUT .814 ACFES PARKING E LOM I PlqED PARKING SPACES all! PARKING - 2 PROPOSED HANDICAP PARKING SPACE 1730* mln-70. MIN. -:d BIKE RACK DETAIL N.T.S. A - EXISTING IRRIGATION SLEEVES 10' PUE S: 11752/295 MAINTAIN 2% MAX CROSS SLOPE EXISTING 15' PROPERTY DRAINAGE EASEMENT 25' MIN. R. SIDE LK LOT LIGHT 15' PRIVATE r ST� - ST S T ST ST - S _UTILITY EASEMENT NEAT ST ST ST 12393/65 SAW CUL ST T ST 12 LAYDOWN CURB-,, .......... _ W-16 -7- W_ 16 W-16 W -16 EXISTING 24" ZW-16. PRIVATE STORM EXISTING 25' SEWER PIPE ACCESS EASEMENT DUMPSTER PAD=_6 PROPOSED RAMPS A 12393/65 SIDEWALK NTH 6' TALL SCREEN FENCE 15' WELLBORN SLID ENCLOSURE WATER LINE EASEMENT 3645/278 EXISTING WELLBORN SUD 6" BOLLARDS ''.16" WATER LINE m SHIPLEY DO . .... -NUTS PROPOSED BUILDING I STORY 2,400 SF > FF = 297.40 m 19' MAX HEIGHT EXISTING DRIVEWAY PARKING 7 LOT LIGHT > m % 7' PUE I EASEMENT-_ ACCESS 11752/292 EXISTIN SIDEWALK 25' FRONT C4 % PARKIN SETBACKqtr LOT LIGHT rl 31,1V IRRIGATION METER 0 5' PROPOSED > SIDEWALK 0 > -0 M XISTING FIRE 1 DOMESTIC HYDRANT METER IBM 1 STEEL REINFORCING BARS -PARKING LOT LIGHT (E RACK C. I ---X-40' PUBLIC pR�y* 'y/SriNC ACCESS EASEMENT ro SAC,, 11752/292 LOT 1R BLOCK I S' SIDE 1.643 ACRES SETBACK W Ida 25' PRIVATE CROSS ACCESS EASEMENT 11752/295 ECONCRETE PAVEMENT < "T" • 77d X \_6" LIME STABIUZEDI SUBGRADE N, (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) N. X=5-, 6- OR 8" AS SHOWN ON THE PAVEMENT PLAN ST ti (28 DAY STRENGTH = 3500 PSI) fy 8- PAVEMENT - #5 REBAR 0 12- O.C.E.W. N/F * 6" PAVEMENT - #4 REBAR 0 18- O.C.E.W. BRAZOS TEXAS LAND DEVELOPMENT 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. LLC * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 19.466 ACRES 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 8813/126 SPECIFICATIONS. ZONED R NOT PLATTED N.T.S...41 TYPICAL CONCRETE PAVING SECTION NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. EXISTING SIDEWALK OR PATH SIDEWALK MARK LOCATION WITH WHERE APPLICABLE GALVANIZED INSTAL\L ---------- W, CARRIAGE BOLT X 2n BOLT IN 17 . WALK 3R 1,VR 71• r. 1p .. 31 12*4 BENCHMARK INFORMAITON 3" 3" 27 EXTEND END 18" BEYOND CONCRETE TBM 1 N: 10187898.45 AND TAPE BOTH ENDS E. 3579754.74 • 13" ELEV : 297.76 0) CHISELED SQUARE IN CURB = #4 BARS 0 = 3/4r X 18r SMOOTH '-,3' SCH 40 PVC PIPE EXPANSION DOWELS 12" BELOW TOP OF GRADE TYP. TYPIQAL--CURS DETAIL PVC SLEEVES UNDER PAVEMENT N.T.S. PVC SLEEVE SECTIONS SHALL BE 18" BELOW THE TOP OF PAVEMENT. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., chuslitz E ngineering, LLC LICENSE NO. 109835 2730 Longmire, Suite A JANUARY 15, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14360 JANUARY 2015 Aft .................... ut. DEVEN L 13MN . ........ . 1 09835 FIRM # 12327 SCHULTZ ENGINEERING, LLC TIE EXISTING CURB & GUTTER LEGEND 1. ALL CURBS AND CURB ENDS SITE SEECIFIC NOTES: TO BE REMOVED OVE 7 PROPOSED CONTOUR CURVE 0 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY RADIUS KEEP 8" RISE TO PROPERTY EASEMENTS CHORD IS LOT 2R, BLOCK I CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. MATCH FL OFi PROPERTY' LINE 910.11' PROPOSED SANITARY SEINER SERVICE W EXISTING GUTTER S75'21'08'W ST - ST PROPOSED STORM SEWER LINE 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). OVERHEAD ELECTRIC LINE 18.77' EXISTING SIDEWALK S2W I 5441E 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE EXISTING PVMT. 3' 008'02'24" TYPE `D" EXPANSION JOIN,'T. 16.83' REPORT. C4 2.68- 30.00" 1 COS'07'37' LEV = T/C ELEVE. + S FLOW DIRECTION 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE EXISTING GAS UNE --iiinK LAN156- FIX LANE FEET APART, PROPOSED KEYWAY 51 IRRIGATION PLANS. ACCESSIBLE ROUTE 2. A SIGN TWELVE INCHES (12') 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. WIDE AND EIGHTEEN INCHES EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE (108 IN HEIGHT SHALL BE 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3' RISE (MY DRIVEWAY APRON SHALL BE 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD MIN. 6- (28 -DAY CONCRETE 6 INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. EXISTING BASE STRENGTH = 3500 PSI) W/ 4 S 480083, PANEL NOS. 0325Ei MAP NO. 48041CO32M EFFECTIVE DATE-- MAY 16, 2012. nc. O'D EFORMED TIE BAR DEFORMED BARS 0 18" O.C.E.W. ASPHALT CONTROL DEVICES, INSPECTIONS SHALL BE DONE &M 14 DAYS AND AFTER EVERY RAINFALL S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. APRONS W/O CURB & GUTTER 4 X I a" D.C. SHALL BE ALLOWED ON OPEN INCHES (12-) WIDE AND S. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. # FOR TYING NEW DITCHED STREET SECTIONS ONLY. TM -AWAY 10. ALL U71UTY LINES (WATER. GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE CONCRETE TO EXISTING TAKEN FROM SOT AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP CONCRETE PVMT. ONLY. 4. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD zow INCHES (12-) WIDE AND SIX EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS SECTION A -A INCHES(8') HIGH STATING OTOW-AWAY ZONE*. SUCH SIGN! S. PERMANENT VEGETATION WALL BE ESTABLISHED ON THE pism= AREAS AFTER CONSTRUCTION IS 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. A `G" COMPLETE BY HYDROMIULCHING AND SEEDING ALL DISTURBED AREAS. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL USE 'THE CITY OF COLLEGE STATION LOGO ON COVERS. BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. TYPE EXPANSION JOINT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION BE NOT STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT fEE AREA. 3. THE FIRE LANE LINE SHOWN 0 PROPERTY LINE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING ISO TYPE VS OF 2400 SF IS THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL7. THE CONSTRUCTION SHALL COMPLY WIN OSHA STANDARD 29 CM PART 1926 SUBPART P FOR 1,500 NOMINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE ENSTING FIRE HYDRANT WILL BE PLACED AT THE ENTRANCE TRENCH SAFETY REQUIREMENTS. WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER PROVIDE COVERAGE. THE BUILDING WILL NOT RAVE A FIRE SPRINKLER SYSTEM. L THE CONTRACTOR SMALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. IN RED. 15. BUILDING SETBACK LINES SMALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE VARIES PROJECT SITE rocs FiRE I 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW OR -RETURN CURB TO HAISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN A ROLL FACE DIMINISH G WITHIN 15W OF THE SUBJECT LOT. MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. AT RADIUS POINT. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING TYPE "D' ,/-LONGITUDINAL //Al 0"I ATAQV 0AUD UNIFIED APPEARANCE. 17. THE DUMVcwR ENCLOSURE SHALL BEA 6* TALL WOODEN OR STONE FENCE PER ARCHITECTURAL REMOVE CURB JOINT* " m - SLOPE 1:1 .11 2 MAX 1 i DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12! NOT INCLUDING ANY BOLLARDS. IF -THE THRU RAMP OUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT _T THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. 16. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. /-NEAT SAW CU lig. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6° CLEARANCE FOR CURB SHALLBE PROVIDED. 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WIL //1 r BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. -TYPE OPG" _VXISTING CURB & GUTTER TO 21. FOR PURPOSES OF SIGNAGE,ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A EXPANSION A BE REMOVED - REPLACE STREET BUILDING PLOT. JOINT NEAT] SURFACING AS NEEDED 22. WELLBORN SUD WILL PROVIDE WATER SERVICE TO THIS PROPERTY. SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. FIRE LANE MARKINGS 61 ?ESERVLD 12"x18" REFLECTIVE FINISH METAL SIGN PARKING I �1%1 .. 2*x9' REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL. CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP, N OMES: i. ALL CHARACTERS MUST BE 601 MINIMUM ABOVE GRAM OR SIDEWALK. AOA - SIGN DETAIL N.Ts _NWIFOSCAU LINE TABLE LINE# LENGTH DIRECTION Ll 23.46' S7' ON 36.96'E L2 19.47' S86' 07 00.40"W LEGEND 1. ALL CURBS AND CURB ENDS EXISTING CONTOUR 315 PROPOSED CONTOUR CURVE 0 PROPERTY BOUNDARY RADIUS DELTA PROPERTY EASEMENTS CHORD EXISTING EASEMENTS 01 BUILDING SETBACK 910.11' PROPOSED SANITARY SEINER SERVICE W PROPOSED WATER SERVICE S75'21'08'W ST - ST PROPOSED STORM SEWER LINE _AE OVERHEAD ELECTRIC LINE 18.77' EXISTING SIDEWALK S2W I 5441E IRRIGATION SLEEVES 16.84" PROPOSED BUILDING 008'02'24" 4. 16.83' PROPOSED SIDEWALK C4 2.68- 30.00" 1 COS'07'37' 1.34' FLOW DIRECTION GAS EXISTING GAS UNE --iiinK LAN156- FIX LANE FEET APART, PROPOSED KEYWAY 51 STORM SEWER INLET ACCESSIBLE ROUTE 61 ?ESERVLD 12"x18" REFLECTIVE FINISH METAL SIGN PARKING I �1%1 .. 2*x9' REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL. CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP, N OMES: i. ALL CHARACTERS MUST BE 601 MINIMUM ABOVE GRAM OR SIDEWALK. AOA - SIGN DETAIL N.Ts _NWIFOSCAU LINE TABLE LINE# LENGTH DIRECTION Ll 23.46' S7' ON 36.96'E L2 19.47' S86' 07 00.40"W SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX I 1. ALL CURBS AND CURB ENDS Curve Table CURVE 0 LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION 01 241.34' 910.11' 0116107" 11211,38" 240." S75'21'08'W C2 36.86' 80.00' 026200" 18.77' 36.54' S2W I 5441E C3 16.84" 120.00" 008'02'24" 843' 16.83' S2T26'42"E C4 2.68- 30.00" 1 COS'07'37' 1.34' 2.68' 1 ;911 WE SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK I - COLLEGE STATION, TX I MD ROUND OFF TOP WITH GROUT PLUG 60 SOH 40 STEEL PIPE GRIND SMOOTH ALL 44* AREAS AND EDGES ROU TOP OF SLOPE FINISH GRADE 0 0 CONCRUE 4z NOTE, 1. REFER To ARCHITECTURAL PLAN FOR PLASTIC SLEEVE NIN DU COVERS TYPICAL -BOLLARD DETAIL_ N.T.S. VICINITY MAP PROJECT - LOCATION SITE PLAN UTL" DEMAND WATE11 DEt6D PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) so GPM I 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE' 0 1.047* MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PAWJW ANALYSIS REOUIRED PARKING, 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SE 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED -PARKING: 37 SPACES PARKING 2 SPACES HANDICAP PARKING 39 SPACES PROVIDED TOTAL SHIPLEY DO -NUTS AT': CAPROCK CROSSING TOTAL AREA = 0.814 ACRES A%CRES CAPROCK CROSSING PHASE 5 LOT 2R, BLO(�K 1 VOL 122393, M 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/O CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)307-0321 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TX 77803 (979) 20-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 10=20' PLOTTING SCALE: 1:1 FILE NAME: 14360 SHEET Cl F "?,qA 0�jkwp 1. ALL CURBS AND CURB ENDS I SHALL BE PAINTED RED WITH 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING A FOUR INCH (4-) WHITE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 46 HOURS IN ADVANCE OF LETTERING STATING 'FIRE LANE CONSTRUCTION IS REQUIRED. - NO PARKING - TOW AWAY DIG TESS- (800) 344-8377 ZONE'. WORDING MAY NOT BE ATMOS ENERGY., (970) 774-2506 DIESMATIM SPACED MORE THAN FIFTEEN SUDDEN LINK COMMUNICATIONS:79) 595-2429 FEET APART, VERIZON: 979) 821-4770 PAFKM 2. A SIGN TWELVE INCHES (12') 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE WIDE AND EIGHTEEN INCHES EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE (108 IN HEIGHT SHALL BE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. (MY M IN A CONSPICUOUS LOCATION AT EACH ENTRANCE 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT TO THE PROPERTY, SUCH CONTROL DEVICES, INSPECTIONS SHALL BE DONE &M 14 DAYS AND AFTER EVERY RAINFALL SIGNS SHALL BE TWELVE EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSnwON THE INCHES (12-) WIDE AND ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. TM -AWAY EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 zow INCHES (12-) WIDE AND SIX REQUIREMENTS FOR CONSTRUCTION SITES. INCHES(8') HIGH STATING OTOW-AWAY ZONE*. SUCH SIGN! S. PERMANENT VEGETATION WALL BE ESTABLISHED ON THE pism= AREAS AFTER CONSTRUCTION IS SHALL BE PAINTED ON A WHITE COMPLETE BY HYDROMIULCHING AND SEEDING ALL DISTURBED AREAS. 1. THE SIGN SHALL BE Ir WIDE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION BE BY 18" IN HEIGHT AND BE STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL MOUNTED IN THE LOCATION 3. THE FIRE LANE LINE SHOWN 0 COORDINATED WITH THE CITY ENGINEER'S OFFICE. SHOWN. -PAINTED THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL7. THE CONSTRUCTION SHALL COMPLY WIN OSHA STANDARD 29 CM PART 1926 SUBPART P FOR 2. SIGN SHALL. BE ON BE PLACED AT THE ENTRANCE TRENCH SAFETY REQUIREMENTS. WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER OF THE PROPERTY. L THE CONTRACTOR SMALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. IN RED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 3. SIGN SHALL COMPLY WITH THE PROJECT SITE rocs FiRE I F IRE LANE SIGN DETAIL DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN UE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN N.T.S SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. MD ROUND OFF TOP WITH GROUT PLUG 60 SOH 40 STEEL PIPE GRIND SMOOTH ALL 44* AREAS AND EDGES ROU TOP OF SLOPE FINISH GRADE 0 0 CONCRUE 4z NOTE, 1. REFER To ARCHITECTURAL PLAN FOR PLASTIC SLEEVE NIN DU COVERS TYPICAL -BOLLARD DETAIL_ N.T.S. VICINITY MAP PROJECT - LOCATION SITE PLAN UTL" DEMAND WATE11 DEt6D PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) so GPM I 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE' 0 1.047* MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PAWJW ANALYSIS REOUIRED PARKING, 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SE 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED -PARKING: 37 SPACES PARKING 2 SPACES HANDICAP PARKING 39 SPACES PROVIDED TOTAL SHIPLEY DO -NUTS AT': CAPROCK CROSSING TOTAL AREA = 0.814 ACRES A%CRES CAPROCK CROSSING PHASE 5 LOT 2R, BLO(�K 1 VOL 122393, M 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/O CAPROCK TEXAS P.O. BOX 54 WELLBORN, TX 77881 (979)307-0321 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TX 77803 (979) 20-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 10=20' PLOTTING SCALE: 1:1 FILE NAME: 14360 SHEET Cl F "?,qA 0�jkwp iG� MAC PT�C'CT. 16" EXISTING DRIVEWAY 1, �1- m 10' PUE _`--_ ------294-----11752/292 r "C_ • . . F EXISTING-' SIDEWALK 20' SEMINOLE PIPELINE EASEMENT \ / \\``• ot� 5' PROPOSED SIDEWALK ��:....r • ;.\. \\ ""DCII .• :••�•r:. sl� 1"t DOMESI q� \ MET til �..•.,, ` '� �<- � REINFORCING BARS * S�.';'.;'<:•, [CONCRETE PAVEMENTk" '• `''r.'`, \ \ j \-6" LIME STABILIZED SUBGRADE _-_ - - -312 - - - - (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) 315 PROPOSED CONTOUR * X=S, 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN PROPERTY BOUNDARY -- (28 DAY STRENGTH = 3500 PSI) - EXISTING EASEMENTS * 8" PAVEMENT - #5 REBAR 0 12" O.C.E.W. N/F S * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. BRAZOS TEXAS LAND DEVELOPMENT LLC PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER LINE AE * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 19.466 ACRES 80.00' 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 8813/126 _ SPECIFICATIONS. ZONED R PROPOSED BUILDING TYPICAL CONCRETE PAVING SECTION NOT PLATTED -4 FLOW DIRECTION GAS EXISTING GAS LINE -FIRE LANE FIRE LANE 005'07'37" NOTE: ALL CURBS 6" IN HEIGHT Fill STORM SEWER INLET UNLESS NOTED OTHERWISE. ACCESSIBLE ROUTE 5 EXISTING CURB & GUTTER TYPE "D" EXPANSION JOINT, SITE SPECIFIC NOTES: 1 TO BE REMOVED KEEP 6' RISE TO ELEV = T/C ELEVE. + 3" 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERT VEERANI LLC PROPERTY LINE IS LOT 2R, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. LEGATE BUSINESS _ MATCH FL OF 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.814 ACRES (35458 SF). CENTER } EXISTING GUTTER 313. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE -OCK 1, LOT, 1 REPORT. 3.61 ACRES _ 2 EXISTING PVMT. 10865/036 - 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & N G .E- .� E. IRRIGATION PLANS. ZONED C 6" 1 S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. I EXISTING BASE 3" RISE DRIVEWAY APRON SHALL BE 6. TRAFFIC IMPACT ANALYSIS iS NOT REQUIRED. / MIN. 6" (28 -DAY CONCRETE 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD STRENGTH = 3500 PSI) W/ 4 INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. -� "` BARS 0 18" O.C.E.W. ASPHALT 480083, PANEL NOS. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. DEFORMED TIE BAR APRONS W/O CURB & GUTTER S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ' 4X18"O.C. _ AE AE 20 10 O 20 SHALL BE ALLOWED ON OPEN 9• ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. # FOR TYING NEW DITCHED STREET SECTIONS ONLY. F SCALE IN FEET CONCRETE TO EXISTING 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE CONCRETE PVMT. ONLY. TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EXISTING PRIVATE 6" SECTION A -A EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. % qF SEWER LINE 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. EXISTING IRRIGATION A TYPE "G" EXPANSION JOINT 12. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL SLEEVES NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. ` ` f 13. A PORTION OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE PROPERTY UNE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2400 SF IS J �o. S 10' PUE 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANTS IS REQUIRED. THE EXISTING FIRE HYDRANT WILL 11752/295VARIES PROVIDE COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED (5 s__: * MAINTAIN 2% RETURN CURB TO HA DEVELOPMENT ORDINANCE. 3N1� 3a ^O" MAX CROSS SLOPE A ROLL FACE DIMINISH I G X29¢.,,, � ,r " AT RADIUS POINT. 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR PROPOSED SEWER EXISTING 15' PROPERTY TYPE D ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT SERVICE 25' MIN' R. LONGITUDINAL WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH /` „� DRAINAGE EASEMENT REMOVE CURB AMBULATORY RAMP SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A JOINT UNIFIED APPEARANCE. SLOPE = 1:12 MAX_.-_ - - ! - 17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL -294 1 / - SIDEWALK _� 7��g DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE 5'-- -293 P"�= �G� �/ _ _ "` * DUMPSiER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMEN THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE N / 15' PRIVATE NEAT 18. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK AS' S,j Q ST ST �ST ST/ ST - ST -UTILITY EASEMENT NEAT SAW CUT LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING 23 E� / 12393/65 SAW CUT THE DETENTION POND OUTLET STRUCTURE. 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. 2 _ _ 8'" .. 2d. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WII i TYPE G EXISTING CURB &GUTTER TO BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 1' EXPANSION A NEAT BE REMOVED - REPLACE STREET �erL�c -16 JOINT SURFACING AS NEEDED 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA CAPROCK CROSSING PHASE 5 IS CONSIDERED A -16 EXISTING 24" '� SAW CUT BUILDING PLOT. PRIVATE STORM ACCESS G EASEMENT 22. WELLBORN SLID WILL PROVIDE WATER SERVICE TO THIS PROPERTY. SEWER PIPE12393 65 COMMERCIAL DRIVEWAY DETAIL IMPS r 1 �� -. / N.T.S. 12" FYICTINf2 FIRE LANE MARKINGS SIDEWALK OR PATH N MARK LOCATION WI ' WHERE APPLICABLE 24" GALVANIZED `-•........� \ CARRIAGE BOLT �" 15" INSTALL �:: •'•...•., ., X 2" WALK BOLT IN 3' 3' 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS 3' ..' _ #4 BARS � 0 = 3/4" x 18' SMOOTH 3""SCH 40 PVC PIPE EXPANSION DOWELS 12 BELOW TOP OF TYPICAL CURB DETAIL GRADE TYP. *NOTE, PVC SLEEVES UNDER PAVEMENT N.T.S.PVC N.T.S. SECTIONS SHALL BE 18" BELOW THE TOP OF PAVEMENT. ZJIC-hultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-360 DECEMBER 2014 ski r "-40' PUBLIC B CIfr 0 qC� ACCESS EASEMENT AY / 11752/292 r / LOT 1R / BLOCK 1 1.643 ACHES fi / W //T25' PRIVATE CROSS ACCESS EASEMENT 11752/295 SIDEWALK BENCHMARK INFORMAITON TBM 1 N: 10187898.45 E: 3579754.74 ELEV : 297.76 CHISELED SQUARE IN CURB THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835, ON DECEMBER 12, 2014. iT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. LEGEND _-_ - - -312 - - - - EXISTING CONTOUR 315 PROPOSED CONTOUR PROPERTY BOUNDARY -- PROPERTY EASEMENTS - EXISTING EASEMENTS CHORD BUILDING SETBACK S PROPOSED SANITARY SEWER SERVICE W PROPOSED WATER SERVICE ST ST PROPOSED STORM SEWER LINE AE OVERHEAD ELECTRIC LINE 36.86' 80.00' 026'24'10" EXISTING SIDEWALK _ IRRIGATION SLEEVES C3 PROPOSED BUILDING 120.00' PROPOSED SIDEWALK -4 FLOW DIRECTION GAS EXISTING GAS LINE -FIRE LANE FIRE LANE 005'07'37" PROPOSED KEYWAY Fill STORM SEWER INLET ACCESSIBLE ROUTE REFLECTIVE FINISH METAL SIGN 2"x9" REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. I"I I I "I I I NOTES: L_ 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. NOT TO SME UNE TABLE LINE LENGTH DIRECTION Li 23.46' S7' 03' 36.96"E L2 19.47' S86- 07' 00.40"W 19 SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH ' FOUR INCH (47 WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE 1 pEMMA7M SPACED MORE THAN FIFTEEN FEET APART. PARM 2. A SIGN TWELVE INCHES (127 WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE ONLY MOUNTED IN A CONSPICUOUS 1 LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (127 WIDE AND TOW -AWAY EIGHTEEN INCHES HIGH, WITH ZDV COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (67 HIGH STATING 'TOW -AWAY ZONE". SUCH SIG SHALL BE PAINTED ON A WH 1. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH SYMBOLS, BY 18' iN HEIGHT AND BE LEiTER AND BORDER IN RED. MOUNTED IN THE LOCATION 3. THE FIRE LANE LINE SHOWN ON SHOWN. THE PLAN IS FOR REVIEW i 2. SIGN SHALL BE PAINTED ON PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE WHITE BACKGROUND WITHOF SYMBOLS, LETTERS, AND BORDER THE PROPERTY. IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FILL W/CONCRETE AND ROUND OFF TOP L WTTH GROUT PLUG 8` SCH 40 STEEL PIPE 44" GRIND DA007H ALL AREAS AN EDGES ROUGH 1/4' TOP OF SLOPE FINISH GRADE CONCRETE 42' ^;H: ENCASEMENT �1. 6 NOTE: 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE MIN DIA COVERS 18" TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP PROJECT LOCATION SITE PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTE. 4D. -EXTERIOR -BUILDING, AND--SLTE=LIGHTING-WILL-MEET-IME-SITANDARBS-BF-SEGTION-314--GF HE-UNIFT. DEVELOPMENTORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT"BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE 0 1.04% MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKING ANALYSIS REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 38 SPACES PARKING 2 SPACES HANDICAP PARKING 40 SPACES PROVIDED TOTAL TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 123939 PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Cl Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 241.34' 910.11' 01511'37" 121.38' 240.64' S75'21'08'W C2 36.86' 80.00' 026'24'10" 18.77' 36.54' S20'1544"E C3 16.84' 120.00' 008'02'24' 8.43' 16.83' S29'26'42"E C4 2.68' 30.00' 005'07'37" 1.34' 2.68' S27'S9'19"E 19 SHIPLEY DO -NUTS AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 - COLLEGE STATION, TX 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH ' FOUR INCH (47 WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE 1 pEMMA7M SPACED MORE THAN FIFTEEN FEET APART. PARM 2. A SIGN TWELVE INCHES (127 WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE ONLY MOUNTED IN A CONSPICUOUS 1 LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (127 WIDE AND TOW -AWAY EIGHTEEN INCHES HIGH, WITH ZDV COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (67 HIGH STATING 'TOW -AWAY ZONE". SUCH SIG SHALL BE PAINTED ON A WH 1. THE SIGN SHALL BE 12" WIDE BACKGROUND WITH SYMBOLS, BY 18' iN HEIGHT AND BE LEiTER AND BORDER IN RED. MOUNTED IN THE LOCATION 3. THE FIRE LANE LINE SHOWN ON SHOWN. THE PLAN IS FOR REVIEW i 2. SIGN SHALL BE PAINTED ON PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE WHITE BACKGROUND WITHOF SYMBOLS, LETTERS, AND BORDER THE PROPERTY. IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FILL W/CONCRETE AND ROUND OFF TOP L WTTH GROUT PLUG 8` SCH 40 STEEL PIPE 44" GRIND DA007H ALL AREAS AN EDGES ROUGH 1/4' TOP OF SLOPE FINISH GRADE CONCRETE 42' ^;H: ENCASEMENT �1. 6 NOTE: 1. REFER TO ARCHITECTURAL PLAN FOR PLASTIC SLEEVE MIN DIA COVERS 18" TYPICAL BOLLARD DETAIL N.T.S. VICINITY MAP PROJECT LOCATION SITE PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTE. 4D. -EXTERIOR -BUILDING, AND--SLTE=LIGHTING-WILL-MEET-IME-SITANDARBS-BF-SEGTION-314--GF HE-UNIFT. DEVELOPMENTORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT"BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (0 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE 0 1.04% MIN. SLOPE FIXTURE UNITS = 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PARKING ANALYSIS REQUIRED PARKING: 2700 SF OF RESTAURANT W/DRIVE THROUGH AND PATIO 1 SPACE PER 100 SF 27 SPACES REQUIRED TOTAL REQUIRED: 21 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 38 SPACES PARKING 2 SPACES HANDICAP PARKING 40 SPACES PROVIDED TOTAL TOTAL AREA = 0.814 ACRES CAPROCK CROSSING PHASE 5 LOT 2R, BLOCK 1 VOL. 123939 PG. 65 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE P.O. BOX 54 BRYAN, TX 77803 WELLBORN, TX 77881 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-360 SHEET Cl